View Bid Results For Hydraulic Packer Tenders

We found 114 Bid Results related to hydraulic packer tenders. You can find Contractor details who won hydraulic packer tenders along with contract details in Bid awards announcements section.

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Showing 1–3 of 114 tenders matching your filters
1.
Science and Technology #11440503 Technical Bid
Tender for Earth Work , Earth Work In Excavation By Mechanical Means (Hydraulic Excavator) / Manual Means In Foundation Trenches Or Drains (Not Exceeding 1.5 M In Width Or 10 Sqm On Plan), Including Dressing Of Sides And Ramming Of Bottoms, For All Lift, Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M.All Kinds Of Soil. , Filling Available Excavated Earth (Excluding Rock) In Trenches, Plinth, Sides Of Foundations Etc. In Layers Not Exceeding 20Cm In Depth, Consolidating Each Deposited Layer By Ramming And Watering, Lead Up To 50 And For All Lif. , Excavating, Supplying, Stacking And Filling Of Local Earth (Including Royalty) By Mechanical Transport Upto A Lead Of 5Km Also Including Ramming And Watering Of The Earth In Layers Not Exceeding 20 Cm In Foundation Trenches, Plinth, Sides Of Foundation Etc. Complete For All Lift. , Cement Concrete (Cast In Situ) , Providing And Laying In Position Excluding Cement Concrete Of Level: Specified Grade The Cost Of Centering And Shuttering - All Work Up To Plinth 1:4:8 (1 Cement : 4 Coarse Sand (Zone-Ill) Derived From Natural Sources: 8 Graded Stone Aggregate 40 Mm Nominal Size Derived From Natural Sources) , Providing And Laying Cement Concrete In Retaining Walls, Return Walls, Walls (Any Thickness) Including Attached Pilasters, Columns, Piers, Abutments, Pillars, Posts, Struts, Buttresses, String Or Lacing Courses, Parapets, Coping, Bed Blocks, Anchor Blocks, Plain Window Sills, Fillets, Sunken Floor Etc., Up To Floor Five Level, Excluding The Cost Of Centering, Shuttering And Finishing: 1:2:4 (1 Cement : 2 Coarse Sand (Zone-Ill) Derived From Natural Sources : 4 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources) , Reinforced Cement Concrete , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For Foundations, Footings, Bases Of Columns, Etc. For Mass Concrete , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For Suspended Floors, Roofs, Landings, Balconies And Access Platform , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For Lintels, Beams, Plinth Beams, Girders, Bressumers And Cantilevers , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For Columns, Pillars, Piers, Abutments, Posts And Struts , Steel Reinforcement For Reinforced Cement Concrete Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Upto Plinth Level.Thermo-Mechanically Treated Bars Of Grade Fe-500D Or More. , Steel Reinforcement For Reinforced Cement Concrete Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Above Plinth Level.Thermo-Mechanically Treated Bars Of Grade Fe-500D Or More. , Providing And Laying In Position Ready Mixed Or Site Batched Design Mix Cement Concrete For Reinforced Cement Concrete Work; Using Coarse Aggregate And Fine Aggregate Derived From Natural Sources, Portland Pozzolana / Ordinary Portland /Portland Slag Cement, Admixtures In Recommended Proportions As Per Is: 9103 To Accelerate / Retard Setting Of Concrete, To Improve Durability And Workability Without Impairing Strength; Including Pumping Of Concrete To Site Of Laying, Curing, Carriage For All Leads; But Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement As Per Direction Of The Engineer-In-Charge, For The Following Grades Of Concrete.: Note: Extra Cement Up To 10% Of The Minimum Specified Cement Content In Design Mix Shall Be Payable Separately. In Case The Cement Content In Design Mix Is More Than 110% Of The Specified Minimum Cement Content, The Contractor Shall Have Discretion To Either Re-Design The Mix Or Bear The Cost Of Extra Cement.All Works Upto Plinth Level Concrete Of M25 Grade With Minimum Cement Content Of 330 Kg /Cum , Providing And Laying In Position Ready Mixed Or Site Batched Design Mix Cement Concrete For Reinforced Cement Concrete Work; Using Coarse Aggregate And Fine Aggregate Derived From Natural Sources, Portland Pozzolana / Ordinary Portland /Portland Slag Cement, Admixtures In Recommended Proportions As Per Is: 9103 To Accelerate / Retard Setting Of Concrete, To Improve Durability And Workability Without Impairing Strength; Including Pumping Of Concrete To Site Of Laying, Curing, Carriage For All Leads; But Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement As Per Direction Of The Engineer-In-Charge, For The Following Grades Of Concrete.: Note: Extra Cement Up To 10% Of The Minimum Specified Cement Content In Design Mix Shall Be Payable Separately. In Case The Cement Content In Design Mix Is More Than 110% Of The Specified Minimum Cement Content, The Contractor Shall Have Discretion To Either Re-Design The Mix Or Bear The Cost Of Extra Cement.All Works Above Plinth Level Upto Floor V Level Concrete Of M25 Grade With Minimum Cement Content Of 330 Kg /Cum , Stone Work , Coursed Rubble Masonry (Second Sort) With Hard Stone In Foundation & Plinth With :Cement Mortar 1:6(1 Cement : 6 Coarse Sand) , Cladding Work , Providing Edge Moulding To 18Mm Thick Marble Stone Counters, Vanities Etc., Including Machine Polishing To Edge To Give Gloss Finish Etc. Complete As Per Design Approved By Engineer-In-Charge,Granite Work , Wood And P. V. C. Work , Providing Wood Work In Frames Of Doors, Windows, Clerestory Windows And Other Frames, Wrought Framed And Fixed In Position With Hold Fast Lugs Or With Dash Fasteners Of Required Dia & Length (Hold Fast Lugs Or Dash Fastener Shall Be Paid For Separately).Sal Wood , Providing And Fixing Isi Marked Flush Door Shutters Conforming To Is : 2202 (Part I) Decorative Type, Core Of Block Board Construction With Frame Of 1St Class Hard Wood And Well Matched Teak 3 Ply Veneering With Vertical Grains Or Cross Bands And Face Veneers On Both Faces Of Shutters.35 Mm Thick Including Isi Marked Stainless Steel Butt Hinges With Necessary Screws , Providing 40X5 Mm Flat Iron Hold Fast 400 Mm Long Including Fixing To Frame With 10 Mm Diameter Bolts, Nuts And Wooden Plugs And Embedding In Cement Concrete Block 300X100x150 Mm 1:3:6 Mix (1 Cement: 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size). , Providing And Fixing Bright Finished Brass 100 Mm Mortice Latch And Lock With 6 Levers And A Pair Of Lever Handles Of Approved Quality With Necessary Screws Etc. Complete. , Providing And Fixing Aluminium Extruded Section Body Tubular Type Universal Hydraulic Door Closer (Having Brand Logo With Isi, Is : 3564, Embossed On The Body, Door Weight Upto 36 Kg To 80 Kg And Door Width From 701 Mm To 1000 Mm), With Double Speed Adjustment With Necessary Accessories And Screws Etc. Complete. , Providing And Fixing Aluminium Hanging Floor Door Stopper, Isi Marked, Anodised (Anodic Coating Not Less Than Grade Ac 10 As Per Is : 1868) Transparent Or Dyed To Required Colour And Shade, With Necessary Screws Etc. Complete.Twin Rubber Stopper , Providing And Fixing Factory Made Upvc Glazed/Wire Mesh Windows/ Doors Comprising Of Lead Free Upvc Multi-Chambered Frame, Sash And Mullion/Coupler (Where Ever Required) Extruded Profiles Having Minimum Wall Thickness Of 1.70 Mm For Series R1 And R2 Profiles And 2.10 Mm For Series R3 And R4 Profiles Conforming To En: 12608 In Any Shape, Colour And Design Duly Reinforced With Galvanized Mild Steel Section Made Of Required Shape & Size As Per Cpwd Specification, Upvc Extruded Glazing Beads, Interlocks And Lnline Sash Adaptor (Where Ever Required) Of Appropriate Dimension, Epdm Gasket, Hardware, Ss 304 Grade Fasteners Of Minimum 8 Mm Dia With Countersunk Head, Comprising Of Matching Polyamide Pa6 Grade Sleeve For Fixing Frame To Finished Wall As Per Is 1367 : Part 1 To 14, Plastic Packers, Plastic Caps And Necessary Stainless Steel Screws Etc. Profile Of Frame, Sash & Mullion (If Required) Shall Be Mitred Cut And Fusion Welded/Mechanically Jointed Duly Sealed At All Corners, Including Drilling Of Holes For Fixing Hardware And Drainage Of Water Etc. After Fixing Frame The Gap Between Frame And Adjacent Finished Wall Shall Be Filled With Weather Proof Silicon Sealant Over Backer Rod Of Approved Size And Quality, All Complete As Per Approved Drawing Conforming To Cpwd Specification & Direction Of Engineer-In-Charge. Section Of Steel Reinforcement And Cross Sections Of Upvc Profiles To Be As Per Design Approved By Engineer-In-Charge. Wire Mesh / Glazing Of Plain/ Toughened/ Laminated/ Double Glass Unit With / Without High Performance Coatings As Per Design Requirements And Conforming To Is: 3548 & Is: 16231 Shall Be Paid Separately. Note:- Structural Design Proof Checked From A Government Engineering Institute, To Be Provided By The Manufacturer For (I) Sites With Basic Wind Speed 45 M/Sec As Per Is 875 - Part 3 (Ii) Sites With Structure Height More Than 20M For All Wind Speedscasement Window Double Panels With Fixed Mullion With S.S. 304 Friction Hinges As Per Size And Weight Of Sash, Multi-Point Locking System, Zinc Alloy (Zamak) Powder Coated Handles.Using R2 Series With Frame (39 Mm & Above) X (39 Mm & Above) & Sash (39 Mm & Above) X (60 Mm & Above) & Mullion (39 Mm & Above) X (60 Mm & Above). (Height Upto 1.2 Metre). , Steel Work , Steel Work In Built Up Tubular (Round, Square Or Rectangular Hollow Tubes Etc.) Trusses Etc., Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer, Including Welding And Bolted With Special Shaped Washers Etc. Complete.Hot Finished Welded Type Tubes , Steel Work Welded In Built Up Sections/ Framed Work, Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer Using Structural Steel Etc. As Required.In Gratings, Frames, Guard Bar, Ladder, Railings, Brackets, Gates And Similar Works , Flooring , Providing And Laying Vitrified Tiles In Floor In Diferent Sizes (Thickness To Be Specified By The Manufacturer) With Water Absorption Less Than 0.08% And Conforming To Is:15622, Of Approved Brand & Manufacturer, In All Colours And Shade, Laid On 20 Mm Thick Cement Mortar 1:4 (1 Cement: 4 Coarse Sand) Jointing With Grey Cement Slurry @3.3 Kg/Sqm Including Grouting The Joints With White Cement And Matching Pigments Etc. The Tiles Must Be Cut With The Zero Chipping Diamond Cutter Only . Laying Of Tiles Will Be Done With The Notch Trowel, Plier, Wedge, Clips Of Required Thickness, Leveling System And Rubber Mallet For Placing The Tiles Gently And Easily.Double Charge Vitrified Tile Polished Finish Of Size Of Tile 600 X 600 Mm , Providing And Laying Flamed Finish Granite Stone Flooring In Required Design And Patterns, In Linear As Well As Curvilinear Portions Of The Building All Complete As Per The Architectural Drawings With 18 Mm Thick Stone Slab Over 20 Mm (Average) Thick Base Of Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) Laid And Jointed With Cement Slurry And Pointing With White Cement Slurry Admixed With Pigment Of Matching Shade Including Rubbing, Curing And Polishing Etc. All Complete As Specified And As Directed By The Engineer-In-Charge :Flamed Finish Granite Stone Slab Jet Black, Cherry Red, Elite Brown, Cat Eye Or Equivalent. , Finishing , 20 Mm Cement Plaster Of Mix:1:4(1 Cement: 4 Fine Sand) , 20 Mm Cement Plaster Of Mix:1:4(1 Cement: 4 Coarse Sand) , 6 Mm Cement Plaster 1:3 (1 Cement: 3 Fine Sand) Finished With A Floating Coat Of Neat Cement And Thick Coat Of Lime Wash On Top Of Walls When Dry For Bearing Of Reinforced Cement Concrete Slabs And Beams. , Providing And Applying Plaster Of Paris Putty Of 2 Mm Thickness Over Plastered Surface To Prepare The Surface Even And Smooth Complete. , 12 Mm Thick Plain Cement Mortar Bands In Cement Mortar 1:4 (1 Cement: 4 Fine Sand):Moulded Band , Finishing Walls With Premium Acrylic Smooth Exterior Paint With Silicone Additives Of Required Shade:New Work (Two Or More Coats Applied @ 1.43 Itr/10 Sqm Over And Including Priming Coat Of Exterior Primer Applied @ 0.90 Litre/10 Sqm) , Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture To Give An Even Shade :Two Or More Coats On New Work , French Spirit Polishing :Two Or More Coats On New Works Including A Coat Of Wood Filler , Wall Painting With Acrylic Emulsion Paint, Having Voc (Volatile Organic Compound ) Content Less Than 50 Grams/ Litre, Of Approved Brand And Manufacture, Including Applying Additional Coats Wherever Required, To Achieve Even Shade And Colour.Two Coats , Applying Priming Coats With Primer Of Approved Brand And Manufacture, Having Low Voc (Volatile Organic Compound ) Content.With Water Thinnable Cement Primer On Wall Surface Having Voc Content Less Than 50 Grams/Litre , Dismantling And Demolishing , Demolishing Cement Concrete Manually/ By Mechanical Means Including Disposal Of Material Within 50 Metres Lead As Per Direction Of Engineer - In - Charge.Nominal Concrete 1:3:6 Or Richer Mix (Including Equivalent Design Mix) , Disposal Of Building Rubbish / Malba / Similar Unserviceable, Dismantled Or Waste Materials By Mechanical Means, Including Loading, Transporting, Unloading To Approved Municipal Dumping Ground Or As Approved By Engineer-In-Charge, Beyond 50 M Initial Lead, For All Leads Including All Lifts Involved. , Aluminium Work , Providing And Fixing Glazing In Aluminium Door, Window, Ventilator Shutters And Partitions Etc. With Epdm Rubber / Neoprene Gasket Etc. Complete As Per The Architectural Drawings And The Directions Of Engineer-In-Charge . (Cost Of Aluminium Snap Beading Shall Be Paid In Basic Item):With Float Glass Panes Of 5 Mm Thickness (Weight Not Less Than 12.50 Kg/Sqm) , Filling The Gap In Between Aluminium Frame & Adjacent Rcc/ Brick/ Stone Work By Providing Weather Silicon Sealant Over Backer Rod Of Approved Quality As Per Architectural Drawings And Direction Of Engineer-In-Charge Complete.Upto 5 Mm Depth And 5 Mm Width , Market Rate Items , Provinding Precast Cement Concrete Solid Block Masonry Including Hoisting And Setting In Position With Cement Mortar 1:6 (Cement :6 Coarse Sand) Completed As Per The Direction Of Engineer In Charge As Per Site Condition , Providing And Fixing 5 Mm Thick Clear Transparent Acrylic Sheet Of Approved Brand And Manufacture For Fixed Curved Portions In Openings, Including Epdm Rubber/Neoprene Gasket And All Necessary Accessories, Complete In All Respects As Per The Directions Of The Engineer-In-Charge. , Electrical Work , Laying And Fixing Of One No Pvc Insulated And Pvc Sheathed/Xlpe Power Cable Of 1.1 Kv Grade Of Upto 35 Sq.Mm (Clamped With 1Mm Thick Saddle) Size On Wall Surface As Required. , Supplying And Making End Termination With Brass Compression Gland And Aluminium Lugs For 4 X 16 Sq. Mm (25Mm) Size Of Pvc Insulated And Pvc Sheathed / Xlpe Aluminium Conductor Cable Of 1.1 Kv Grade As Required. , Supplying And Fixing Of 4 Way (4 + 12), Double Door Surface/ Recess Mounting, Vertical Type, 415 V, Tpn Mcb Distribution Board Of Sheet Steel, Dust Protected, Duly Powder Painted, Inclusive Of 200 A Tinned Copper Bus Bar, Common Neutral Link, Earth Bar, Din Bar For Mounting Mcbs As Required . , Supplying And Fixing 6 Way, Double Door, Single Pole And Neutral, Sheet Steel, Mcb Distribution Board, 240 V, On Surface / Recess, Complete With Tinned Copper Bus Bar, Neutral Bus Bar, Earth Bar, Din Bar, Interconnections, Powder Painted Including Earthing Etc. As Required. (But Without Mcb/Rccb/Isolator. , Supplying & Fixing 5A To 32 A Rating, 240/415V, 10Ka, C Curve, Miniature Circuit Breaker Suitable For Inductive Load For Following Poles In The Existing Mcb Db Complete With Connections, Testing And Commissioning Etc. As Required.Single Pole , Supplying & Fixing 5A To 32 A Rating, 240/415V, 10Ka, C Curve, Miniature Circuit Breaker Suitable For Inductive Load For Following Poles In The Existing Mcb Db Complete With Connections, Testing And Commissioning Etc. As Required.Single Pole And Neutral , Supplying & Fixing 5A To 32 A Rating, 240/415V, 10Ka, C Curve, Miniature Circuit Breaker Suitable For Inductive Load For Following Poles In The Existing Mcb Db Complete With Connections, Testing And Commissioning Etc. As Required.Triple Pole , Supplying & Fixing 5A To 32 A Rating, 240/415V, 10Ka, C Curve, Miniature Circuit Breaker Suitable For Inductive Load For Following Poles In The Existing Mcb Db Complete With Connections, Testing And Commissioning Etc. As Required.Triple Pole And Neutral , Wiring For Circuit/ Submain Wiring Alongwith Earth Wire With The Following Sizes Of Frls Pvc Insulated Copper Conductor, Single Core Cable In Surface/ Recessed Medium Class Pvc Conduit As Required.2 X 2.5 Sq. Mm + 1 X 2.5 Sq. Mm Earth Wire , Wiring For Circuit/ Submain Wiring Alongwith Earth Wire With The Following Sizes Of Frls Pvc Insulated Copper Conductor, Single Core Cable In Surface/ Recessed Medium Class Pvc Conduit As Required.2 X 4 Sq. Mm + 1 X 4 Sq. Mm Earth Wire , Wiring For Circuit/ Submain Wiring Alongwith Earth Wire With The Following Sizes Of Frls Pvc Insulated Copper Conductor, Single Core Cable In Surface/ Recessed Medium Class Pvc Conduit As Required.4 X 6 Sq. Mm + 2 X 6 Sq. Mm Earth Wire , Supplying And Fixing Following Size/ Modules, Gi Box Along With Modular Base & Cover Plate For Modular Switches In Recess Etc. As Required 2 Module (75Mmx75mm) , Supplying And Fixing Following Size/ Modules, Gi Box Along With Modular Base & Cover Plate For Modular Switches In Recess Etc. As Required 3 Module (100Mmx75mm) , Supplying And Fixing Following Size/ Modules, Gi Box Along With Modular Base & Cover Plate For Modular Switches In Recess Etc. As Required 6 Module (200Mmx125mm) , Supplying And Fixing Following Modular Switch / Socket /Regulator On The Existing Modular Plate & Switch Box Including Connections But Excluding Modular Plate Etc. As Required. 5/6 A Switch , Supplying And Fixing Following Modular Switch / Socket /Regulator On The Existing Modular Plate & Switch Box Including Connections But Excluding Modular Plate Etc. As Required. 15/16 A Switch , Supplying And Fixing Following Modular Switch / Socket /Regulator On The Existing Modular Plate & Switch Box Including Connections But Excluding Modular Plate Etc. As Required. 3 Pin 5/6 A Socket Outlet , Supplying And Fixing Following Modular Switch / Socket /Regulator On The Existing Modular Plate & Switch Box Including Connections But Excluding Modular Plate Etc. As Required. 6 Pin 15/16 A Socket Outlet , Supplying And Fixing Following Modular Switch / Socket /Regulator On The Existing Modular Plate & Switch Box Including Connections But Excluding Modular Plate Etc. As Required. Bell Push , 2M Stepped Type Electronic Fan Regulator , Wiring For Light Point/Fan Point/Exhaust Fan Point/Call Bell Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable In Surface / Recessed Medium Class Pvc Conduit, With Modular Switch, Modular Plate, Suitable Gi Box And Earthing The Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable Etc. As Required. , Wiring For Group Controlled (Looped) Light Point/ Fanpoint/ Exhaust Fan Point/ Call Bell Point (Without Independent Switch Etc.) With 1.5 Sq. Mm Frls Pvc Insulated Copper Conductor Single Core Cable In Surface/ Recessed Pvc Conduit,And Earthing The Point With 1.5 Sq. Mm Frls Pvc Insulated Copper Conductor Single Core Cable Etc. As Required. (Group-C) , Providing And Fixing 6 Swg Dia G.I Wire On Surface Or In Recess For Loop Earthing As Required. , Supplying, Installation, Testing & Commissioning Of Photo Electronic Smoke Detector With Builtin Led And Mounting Base Plate Suitable With Ms Junction Box For Operation On 12V / 24V Complete With All Connections Etc. As Required. , Supplying, Installation, Testing & Commissioning Of Manual Call Box Of Abs Type In Surface/Recess With Stainless Steel Chain & Hammer Assembly Complete With Glass And Push Button Etc. As Required. , Supplying & Laying Of 2 X 1.5 Sqmm Fire Alarm Armoured Cable, 600/1000V Rated With Annealed Copper Conductor Having Xlpe Insulation, Steel Wire Armouring & Frls Outer Sheath Complete As Required. , Supplying And Fixing Dp Sheet Steel Enclosure On Surface / Recess Along With Upto 32A, 240 V, C Curve Dp Mcb Complete With Connections, Testing And Commissioning Etc. As Required. , Supplying And Fixing 30 A, 415 V, Tpn Industrial Type Socket Outlet, With 4 Pole And Earth, Metal Enclosed Plug Top Alongwith 32 A C Curve, Tpmcb, In Sheet Steel Enclosure, On Surface Or In Recess, With Chained Metal Cover For The Socket Out Let And Complete With Connections, Testing And Commissioning Etc. As Required , Supplying And Fixing 20 A, 240 V, Spn Industrial Type Socket Outlet, With 2 Pole And Earth, Metal Enclosed Plug Top Alongwith 20 A C Curve, Spmcb, In Sheet Steel Enclosure, On Surface Or In Recess, With Chained Metal Cover For The Socket Out Let And Complete With Connections, Testing And Commissioning Etc. As Required , Supply, Installation, Testing And Commissioning Of 1200 Mm Sweep,Bee 5 Star Rated, Ceiling Fan With Brush Less Direct Current (Bldc) Motor, Class Of Insulation: B, 3 Nos. Blades, 30 Cm Long Down Rod, 2 Nos. Canopies, Shackle Kit, Safety Rope, Copper Winding, Power Factor Not Less Than 0.9, Service Value (Cmm/W) Minimum 6.85, Air Delivery Minimum 215 Cmm, 350 Rpm (Tolerance As Per Is : 374-2019), Thd Less Than 10%, Speed Control Compitable For Electronic Type Regulator And All Remaining Accessories Including Safety Pin,Nut Bolts, Washers, Temperature Rise=75 Degree C (Max.), Insulation Resistance More Than 2 Mega Ohm, Suitable For 230 V, 50 Hz, Single Phase Ac Supply, Earthing Etc. Including Fixing Fan Hook In Ceiling Complete As Required. , Supplying, Installation, Testing & Commissioning Of Panel Light 2X2 Ft.,40W Of Powder Coated Die Cast / Extruded Aluminium Body (Thickness ≥ 1.20 Mm) Body Material And Construction As Per Is : 10322 With Driver As Per The Requirement With Driver Efficiency 85%, Operating Voltage Ac 140 270 Volt, Freq 50/60 Hz, Operating Temp Range -15 Deg To 40 Deg Centigrade, Internal Surge Protection Of 2.5 Kv With Short & Open Circuit Protection, Thd 10% , P. F.≥0.95, Ip20, Cri 80, Ugr (Unified Glare Rating) 19, Flicker Free, (Flicker Should Be Below 5 %), Life Time (Led,Driver & Electrical Circuitry), Of Minimum 50000 Burning Hours With, 70% Of Initial Lumen Maintained Till Life Ends As Per Lm80 Extrapolation Ies Tm-21-11Report, Cct 5700°K (As Per Ansi Bin), Sdcm(Standard Deviation Color Matching) 3, Maximum Power Consumption Should Not More Than The Specified Rating And Fixture Shall Be Of Relevant Bis Standard And Trade Mark Certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen Printing On Housing. Complete In All Respect I/C Connections With 1.5 Sq Mm Frls, Pvc Insulated Copper Conductor Single Core Cable And Earthing Etc. As Required. System Lumen Efficacy ≥105 Lm/Watt Output . Lm79 & Lm80 Test Report From Nabl Lab For All Testing Required For Led Fixtures As Per Bis Shall Be Submitted. Shape Size And Cct Shall Be As Approved By Engineer-In-Charge As Per Requirement. , Supplying And Fixing Of 25Mm Size Of Medium Class Pvc Conduit Along With Accessories In Surface/Recess Including Cutting The Wall And Making Good The Same In Case Of Recessed Conduit As Required. , Supplying And Drawing 1 Run Of Utp 4 Pair Cat 6 Lan Cable In The Existing Surface/ Recessed Steel/ Pvc Conduit As Required. , Supplying And Installing 150 Mm Width X 50 Mm Depth X 1.6 Mm Thickness Size Of Perforated Painted With Powder Coating M.S. Cable Trays With Perforation Not More Than 17.5%, In Convenient Sections, Joined With Connectors, Suspended/Surface Mount From The Ceiling With M.S. Suspenders Including Bolts & Nuts, Painting Suspenders Etc As Required. , Supplying And Installing 150 Mm Width X 50 Mm Depth X 1.6 Mm Thickness Size Of Perforated Painted With Powder Coating M.S. Cable Trays Bends With Perforation Not More Than 17.5%,, Joined With Connectors, Suspended From The Ceiling With M.S. Suspenders Including Bolts & Nuts, Painting Suspenders Etc As Required. , Supplying And Fixing Call Bell/ Buzzer Suitable For Single Phase, 230 V, Complete As Required. , Supplying And Fixing Fp Mcb Sheet Steel Enclosure With Din Rail On Surface / Recess Etc. As Required. , Supplying & Fixing Of 4Pole, 63 A Rating, 415V, 10Ka, C Curve, Miniature Circuit Breaker Suitable For Inductive Load In The Existing Mcb Db Complete With Connections, Testing And Commissioning Etc. As Required. , Supply Of Following Core, Size And Conductor 1.1Kv Grade Xlpe Insulated, Pvc Sheathed, Armoured Ug Cable In One Length As Per Is : 7098 (Pt-1) 1988,4C X 16Sq.Mm, Aluminium , Supply Of Following Core, Size And Conductor 1.1Kv Grade Xlpe Insulated, Pvc Sheathed, Armoured Ug Cable In One Length As Per Is : 7098 (Pt-1) 1988,4C X 6Sq.Mm, Copper , Supply Of Following Core, Size And Conductor 1.1Kv Grade Xlpe Insulated, Pvc Sheathed, Armoured Ug Cable In One Length As Per Is : 7098 (Pt-1) 1988,3C X 4 Sq.Mm, Copper , Supply And Laying Of Un Armoured Copper Single Core 10 Sq.Mm Flexible Cable With Annealed Copper Conductor In Suitable Size Hdpe Pipe In Ground/ On Surface As Required. , Supplying And Making End Termination With Brass Compression Gland And Copper Lugs For Following Size Of Pvc Insulated And Pvc Sheathed / Xlpe Copper Conductor Cable Of 1.1 Kv Grade As Required.4 X 6 Sq.Mm , Supplying And Making End Termination With Brass Compression Gland And Copper Lugs For Following Size Of Pvc Insulated And Pvc Sheathed / Xlpe Copper Conductor Cable Of 1.1 Kv Grade As Required.3 X 4 Sq.Mm , Supply ,Installation, Testing And Commissioning Of 2 Tr/24000Btu Per Hour And Bee-5 Star Rated Wall Mounted Inverter Type Hi Wall Split Cooling Air Conditioner Having Wireless Remote Controller, Hermetically Sealed/Scroll/Rotary Compressor And Eco Friendly Refrigerant,Initial Charge Of Refrigerant,Condensor And Evaporator Coils Of Copper Material, Air Filter With Auto Swing & Auto Restart Features, Suitable For Operation On 230V, Single Phase, 50Hz, Ac Power Supply. The Indoor Unit Shall Be Fixed Rigidly On Wall Using Necessary Frame, The Outdoor Unit Shall Be Mounted On Wall Or Floor Using Suitable Powder Coated Ms Angle Frame As Required. Including Clamps, Bolts, Nuts,Vibrating Dampers, Laying Of 3 Meter Standard Length Of Copper Refrigerant Piping With 3 Meter Pvc Covering Pipe, 3 Meter Drain Piping, Wrapping Tape And Necessary Insulation ,Electrical Flexible Cable Connectivity Between Indoor And Outdoor Unit. Necessary Drilling Of Hole And Finishing The Same To Match For The Surrounding As Required. , Supplying And Fixing Of Frp Box 200Mmx140mmx95mm Size (Nominal Size) On Surface With Hinged Door With Suitable Grounding Copper Bar Link With Holes Fitted Inside The Box Etc. As Required. , Supplying And Fixing Of Dual Rj 45 / Io Outlet On Existing Modular Switch Plate. , Supply,Installation,Testing And Commissioning Of Maintenace Free Earth Pit Of Single Pipe Technology Copper Pipe Of 2000Mm Long (Min), Outer Dia 50 Mm, Wall Thickness 1.2Mm(Min), Filled With Highly Conducting Metallic Compounds With The Permanent Sealing At Both The Ends And Lead Terminal Of 50 X 10 Mm Size At The Top The Length Of The Electrode Shall Be 2000 Mm Excluding The Lead Terminal And The Length Of The Lead Terminal At The Top Shall Be Minimum 50Mm. To Ensure The Moisture Content And Electrical Conductivity, Resistance Lowering Grounding Minerals Shall Be Filled Around The Electrode Of (Min25 Kg) .Heavy Duty Weather Proof Plastic Earth Pit Chamber With Cover Of Dimension 300 Mm Dia (Top), 260 Mm Dia(Bottom) And 300 Mm (Height) Shall Be Used, Numbering Of Pit And Measured Value Written With Weather Proof Painting Or Stickering. As Required.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Statutory Bodies & Commissions/Committees No of Bidders 2
Karnataka View Result →
2.
Housing Urban and Rular Development #11299927 AOC
Tender For Dismantling Roofing Including Ridges, Hips, Valleys And Gutters Etc., And Stacking The Material Within 50 Metres Lead Of: , Dismantling Wood Work In Frames, Trusses, Purlins And Rafters Up To 10 Metres Span And 5 Metres Height Including Stacking The Material Within 50 Metres Lead :Of Sectional Area 40 Square Centimetres And Above , Providing And Laying In Position Cement Concrete 1:4:8 (1 Cement : 4 C/Sand : 8 St. Agg. 40 Mm Size) Excluding The Cost Of C/Shuttering - All Work Upto Plinth Level. , Brick Work With F.P.S. Bricks Of Class Designation 75 In Super Structure Above Plinth Level Upto Floor V Level In Cement Mortar 1:6 (1 Cement : 6 C/Sand). , Reinforced Cement Concrete Work In Beam,Suspended Floor Roof Having Slop Up To 15 Degree Landing Balcony Shelf Chajjas Lintels Band Plain Windoe Cills Staircase & Sprial Stair Case Etc. Up To Floor Five Level,Excluding Cost Of Centering, Shuttering, Finishing And Reinforcement :1:1.5:3 (1 Cement : 1.5 Coarse Sand : 3 Graded Stone Aggregate20 Mm Nominal Size) , Centering And Shuttering I/C Strutting, Propping Etc. And Removal Of Form For Lintels, Beams, Plinth Beams, Girders, Bressumers And Cantilevers. , Reinforcement For Reinforced Cement Concrete Work I/C Straightening, Cutting, Bending, Placing In Position And Binding All Complete --Thermo - Machanically -Treated Bars. , Half Brick Masonry With F.P.S. Bricks Of Class Designation 75 In Superstructure Abov Plinth Level Upto Floor V Level In Cement Morar 1:4 (1 Cement :4 Sand) , 12 Mm Cement Plaster Of Mix. 1:6 Cement And Fine Sand Mortar. , 15 Mm Cement Plaster On The Rough Side Of Single Or Half Brick Wall Of Mix :1:6 (1 Cement: 6 Fine Sand) , Providing And Laying Vitrified Tiles In Floor With Different Sizes (Thickness To Be Specified By The Manufacturer), With Water Absorption Less Than 0.08% And Conforming To Is: 15622, Of Approved Brand & Manufacturer, In All Colours And Shade, Laid With Cement Based High Polymer Modified Quick Set Tile Adhesive (Water Based) Conforming To Is : 154 77, In Average 6 Mm Thickness, Including Grouting Of Joints (Payment For Grouting Of Joints To Be Made Separately).Size Of Tile 600X600 Mm , Providing And Laying Vitrified Tiles In Different Sizes (Thickness To Be Specified By Manufacturer), With Water Absorption Less Than 0.08 % And Conforming To I.S. 15622, Of Approved Make, In All Colours & Shade, In Skirting, Riser Of Steps, Over 12 Mm Thick Bed Of Cement Mortar 1 :3 (1 Cement: 3 Coarse Sand), Jointing With Grey Cement Slurry @ 3.3 Kg/ Sqm Including Grouting The Joint With White Cement & Matching Pigments Etc. Complete. Size Of Tile 600X600 Mm , Providing And Laying In Position Cement Concrete Of Specified Grade 1:2:4 (1Cement :2 Sand : Stone Aggregate 40Mm Nominal Size) Excluding The Cost Of Centring And Shuttering - -All Work Upto Plinth Level , Providing And Applying White Cement Based Putty Of Average Thickness 1Mm Of Approved Brand And Manufacture, Over Plastered Wall Surface To Prepare The Surface Even And Smooth Complete , Finishing Walls With Acrylic Smooth Exterior Paint Of Required Shade :New Work (Two Or More Coat Applied @ 1.67 Ltr/10 Sqm Over And Including Priming Coat Of Exterior Primer Applied @ 2.20 Kg/10 Sqm) , Distempering With 1St Quality Acrylic Distemper (Ready Mixed) Having Voc Content Less Than 50 Gram/Litre, Of Approved Manufacturer And Of Required Shade And Colour All Complete To Achieve Even Shade And Colour : , Painting Steel Work With Deluxe Multi Surface Paint Of Req. Shade (Two Or More Coats) Applied Over An Under Coat Of Primer Approved Brand. , Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture Of Required Colour To Give An Even Shade :One Or More Coats On Old Work , Providing And Fixing G.I. Pipes Complete With G.I. Fittings And Clamps, Including Cutting And Making Good The Walls Etc. Iinternal Work - Exposed On Wall 15 Mm Dia. Nominal Bore , Providing And Fixing Brass Bib Cock Of Approved Quality 15 Mm Nominal Bore , Providing And Fixing Brass Stop Cock Of Approved Quality 15 Mm Nominal Bore , Providing And Fixing Ball Valve (Brass) 15 Mm Nominal Bore High & Low Pressure With Plastic Floatsof Approved Quality Complete , Providing And Placing On Terrace (At All Floor Levels) Polyethylene Water Storage Tank Isi : 12701 Tank Isi : 12701 Marked With Cover And Suitable Locking Arrangement And Making Necessary Holes For Inlet, Outlet And Overflow Pipes But Without Fittings And The Base Support For Tank , Providing And Fixing Gun Metal Gate Valve With C.I. Wheel Of Approved Quality (Screwed End) 25 Mmnominal Bore , Providing And Fixing On Wall Face Unplasticised Rigid Pvc Rain Water Pipes Conforming To Is : 13592 Type A, Including Jointing With Seal Ring Conforming To Is: 5382, Leaving 10 Mm Gap For Thermal Expansion, () Single Socketed Pipes. , Providing And Fixing On Wall Face Unplasticised Rigid Pvc Rain Water Pipes Conforming To Is : 13592 Type A, Including Jointing With Seal Ring Conforming To Is: 5382, Leaving 10 Mm Gap For Thermal Expansion, () Single Socketed Pipes75 Mm Diameter , Providing And Fixing Pvc Door Frame Of Size 50X4 7 Mm With A Wall Thickness Of 5 Mm (± 0.2 Mm), Made Out Of Single Piece Extruded Pvc Profile, With Mitred Cut Joints And Joint With 2 Nos Of Pvc Bracket Of Size 190 Mm X 100 Mm Long Arms Of Cross Section Size 35 X 15 Mm & Self Driven Self Taping Screws, The Vertical Door Profiles To Be Reinforced With 40X20 Mm M.S. Rectangular Tube Of 0.8 Mm , Including Providing Epdm Rubber Gasket Weather Seal Throughout The Frame, Including Jointing 5 Mm Pvc Frame Strip With Pvc Solvent Cement On The Back Of The Profile. The Door Frame To Be Fixed To The Wall Using 8 X100 Mm Long Anchor Fasteners Complete, All As Per Manufacturers Specification And Direction Of Engineer -In- Charge. , 35 Mm Thick Factory Made Solid Panel Pvc Door Shutter, Made Out Of Single Piece Extruded Soild Pvc Profiles, 5 Mm (± 0.2 Mm) Thick, Having Styles & Rails (Except Lock Rail) Of Size 95 Mmx 35 Mm X 5 Mm, Out Of Which 75 Mm Shall Be Flat And 20 Mm Shall Be Tapered ( On Both Side), Having One Side Thickness Of 15 Mm Integrally Extruded On The Hinge Side Of The Profile For Better Screw Holding Power, Including Reinforcing With Ms Tube Of Size 40 Mm X 20 Mm X 1 Mm, Joints Of Styles & Rails To Be Mitered Cut & Joint With The Help Of Pvc Solvent Cement, Self Driven Self Tapping Screws & M.S. Rectangular Pipes Bracket Of Size 190 Mm X 100 Mm Of Cross Section Size 35 Mm X 17 Mm X 1 Mm At Each Corner. Single Piece Extruded 5 Mm Thick Solid Pvc Lock Rail Of Size 115 Mm X 35 Mm, Out Of Which 75 Mm To Be Flat And 20 Mm To Be Tapered At Both Ends, Having 15 Mm Solid Core In Middle Of Rail Section Integrally Extruded, Fixing The Styles & Rails With The Help Of Solvent And Self Driven Self Tapping Screws Of 125 Mm X 11 Mm, Including Providing 5 Mm Single Piece Solid Pvc Extruded Sheet Inserted In The Door As Panel, All Complete As Per Manufacturers Specification And Direction Of Engineer-In-Charge. , White Vitreous China Flat Back Wash Basin Size 550X400 Mm With Single 15 Mm C. Brass Pillar Tap. , Providing And Fixing C.P. Brass Long Body Bib Cock Of Approved Quality Conforming To Is Standards And Weighing Not Less Than 690 Gms15mm Nominal Bore.. , Providing And Fixing Aluminium Die Cast Body Tubular Type Universal Hydraulic Door Closer (Having Brand Logo With Isi, Is : 3564, Embossed On The Body, Door Weight Upto 35 Kg And Door Width Upto 700 Mm), With Necessary Accessories And Screws Etc. Complete , Providing And Fixing Ptmt Soap Dish Holder Having Length Of 138Mm, Breadth 102Mm, Height Of 75Mm With Concealed Fitting Arrangements Weighing Not Lessthan 106 Gms. , Providing And Fixing Mirror Of Superior Glass (Of Approv Quality) Complete With 6 Mm Thick Hard Board Ground Fixed To Wooden Cleats With C.P. Brass Screws And Washers Complete. With Plastic Moulded Frame Of Approved Make And Shades With 6 Mm Thick Hard Board Backing:Rectangular Shape 453X357mm , Providing And Fixing Water Closet Squatting Pan (Indian Type W.C. Pan ) With 100 Mm Sand Cast Iron P Or S Trap, 10 Litre Low Level White P.V.C. Flushing Cistern, Including Flush Pipe, With Manually Controlled Device (Handle Lever) Conforming To Is : 7231, With All Fittings And Fixtures Complete, Including Cutting And Making Good The Walls And Floors Wherever Required:White Vitreous China Orissa Pattern W.C. Pan Of Size 580X440 Mm With Integral Type Foot Rests , Marble Stone Flooring With 18 Mm Thick Marble Stone, As Per Sample Of Marble Approved By Engineer-In-Charge, Over 20 Mm (Average) Thick Base Of Cement Mortar 1 :4 (1 Cement : 4 Coarse Sand) Laid And Jointed With Grey Cement Slurry, Including Rubbing And Polishing Complete With : Udaipur Green Marble , Steel Work In Built Up Tubular (Round, Square Or Rectangular Hollow Tubes Etc.) Trusses Etc., Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer, Including Welding And Bolted With Special Shaped Washers Etc. Complete. , Providing And Fixing Precoated Galvanised Iron Profile Sheets (Size, Shape And Pitch Of Corrugation As Approved By Engineer-In-Charge) Of Total Coated Thickness 0.50 Mm (Base Metal Of Minimum 0.45 Mm Thickness With Total Coating Thickness Of 0.05Mm) With Zinc Coating 120 Grams Persqm As Per Is: 277, In 240 Mpa Steel Grade, 5-7 Microns Epoxy Primer On Both Side Of The Sheet And Polyester Top Coat 15-18 Microns. Sheet Should Have Protective Guard Film Of 25 Microns Minimum To Avoid Scratches During Transportation And Should Be Supplied In Single Length Upto 12 Metre Or As Desired By Engineer-In-Charge. The Sheet Shall Be Fixed Using Self Drilling /Self Tapping Screws Of Size (5.5X 55 Mm) With Epdm Seal, Complete Upto Any Pitch In Horizontal/ Vertical Or Curved Surfaces, Excluding The Cost Of Purlins, Rafters And Trusses And Including Cutting To Size And Shape Wherever Required. , Providing Ridges Or Hips Of Width 60 Cm Overall Width Plain G.S. Sheet Fixed With Polymer Coated J Or L Hooks, Bolts And Nuts 8 Mm Dia G.I. Limpet And Bitumen Washers Complete , Providing And Fixing Precoated Galvanised Steel Sheet Roofing Accessories Of Total Coated Thickness 0.50 Mm (Base Metal Of Minimum 0.45 Mm Thickness With Total Coating Thickness Of 0.05 Mm) With Zinc Coating 120 Gram Per Sqm As Per Is: 277, In 240 Mpa Steel Grade, 5-7 Microns Epoxy Primer On Both Side Of The Sheet And Polyester Top Coat 15-18 Microns Using Self Drilling/ Self Tapping Screws Complete :Gutter (600 Mm Over All Girth) , Providing And Fixing Stainless Steel ( Grade 304) Railing Made Of Hollow Tubes, Channels, Plates Etc., Including Welding, Grinding, Buffing, Polishing And Making Curvature (Wherever Required) And Fitting The Same With Necessary Stainless Steel Nuts And Bolts Complete, I/C Fixing The Railing With Necessary Accessories & Stainless Steel Dash Fasteners , Stainless Steel Bolts Etc., Of Required Size, On The Top Of The Floor Or The Side Of Waist Slab With Suitable Arrangement As Per Approval Of Engineer-In-Charge, (For Payment Purpose Only Weight Of Stainless Steel Members Shall Be Considered Excluding Fixing Accessories Such As Nuts, Bolts, Fasteners Etc.). , Providing And Fixing False Ceiling At All Heights With Integral Densified Calcium Silicate Reinforced With Fibre And Natural Filler False Ceiling Tiles Of Size 595X595 Mm Of Approved Texture, Design And Patterns Having Nrc (Noise Reduction Coefficient) Of 0.50 (Minimum) As Per Is 8225:1987, Light Reflectance Of 85% (Minimum). Non Combustible As Per Bs:476 (Part-4), Fire Performance As Per Bs:476 (Part 6 &7), Humidity Resistance Of 100%, Thermal Conductivity 0.043 W/M K As Per Astm 518:1991, In True Horizontal Level Suspended On Inter-Locking Metal Powder Coated T-Grid Of Hot Dipped Galvanised Iron Section Of 0.40 Mm Thick On Silhouette Profile,Rotary Stiched Double Webbed White With 6 Mm Reveal Profile (White/ Black),Comprising Of Main-T Runners Of Size 15X42 Mm Of Length 3000 Mm, Cross - T Of Size 15X42 Mm Of Length 1200 Mm And Secondary Intermediate Cross-T Of Size 15X42 Mm Of Length 600 Mm To Form Grid Module Of Size 600 X 600 Mm, Suspended From Ceiling Using Galvanised Mild Steel Items (Galvanizing @ 80 Grams Per Sqm) I.E. 50 Mm Long, 8 Mm Outer Diameter M-6 Dash Fasteners, 6 Mm Dia Fully Threaded Hanger Rod Upto 1000 Mm Length And L-Shape Level Adjuster Of Size 85X25x2 Mm. Galvanised Iron Perimeter Wall Angle Of Size 22X19x0.40 Mm Of Length 3000 Mm To Be Fixed On Periphery Wall / Partition With The Help Of Plastic Rawl Plugs At 450 Mm Center To Center And 40 Mm Long Dry Wall S.S Screws. The Work Shall Be Carried Out As Per Specifications, Drawing And As Per Directions Of The Engineer-In-Charge.With 15 Mm Thick Integral Densified Micro Edge Light Weight Calcium Silicate False Ceiling Tiles , Providing And Fixing Thermal Insulation Of Ceiling (Under Deck Insulation) With Resin Bonded Rockwool Conforming To Is: 8183,Density 48 Kg/ M3, 50 Mm Thick, Wrapped In 200 G Virgin Polythene Bags Fixed To Ceiling With Metallic Cleats (50X50x3 Mm) @ 60 Cm And Wire Mesh Of 12.5 Mm X 24 Gauge Wire Mesh, For Top Most Ceiling Of Building. , Providing And Fixing Aluminium Sliding Door Bolts, Isi Marked Anodised (Anodic Coating Not Less Than Grade Ac 10 As Per Is : 1868), Transparent Or Dyed To Required Colour Or Shade, With Nuts And Screws Etc. Complete :250X16 Mm , Providing And Fixing Aluminium Tower Bolts, Isi Marked, Anodised (Anodic Coating Not Less Than Grade Ac 10 As Per Is : 1868 ) Transparent Or Dyed To Required Colour Or Shade, With Necessary Screws Etc. Complete :250X10 Mm , Providing And Fixing Aluminium Handles, Isi Marked, Anodised (Anodic Coating Not Less Than Gradeac 10 As Per Is : 1868) Transparent Or Dyed To Required Colour Or Shade, With Necessary Screws Etc. Complete :125 Mm , Providing & Fixing Glass Panes With Putty And Glazing Clips In Steel Doors, Windows, Clerestory Windows Alll Complete With5.5 Mm Thick Glass Panes , Providing Fixing 8Mm Diacp/Ss Jet With Flexible Tube Up To 1 Meter Long With Ss Triangular Plate To Eureopean Type Wc Of Quality And Make As Approved By Engineer In Charge , Constructing Brick Masonry Chamber For Underground C.I. Inspection Chamber And Bends With 75 Class Designation Bricks In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) C.I. Cover With Frame (Light Duty) 455X610 Mm Internal Dimensions, Total Weight Of Cover With Frame To Be Not Less Than 38 Kg (Weight Of Cover 23 Kg And Weight Of Frame 15 Kg) Reinforced Cement Concrete Top Slab With 1:2:4 Mix (1 Cement :2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size) Foundation Concrete 1:5:10 (1 Cement: 5 Fine Sand : 10 Graded Stone Aggregate 40 Mm Nominal Size), Inside Plastering 12 Mm Thick With Cement Mortar 1:3 (1 Cement: 3 Coarse Sand) Finishedwith F.P.S. Bricksinside Dimensions 455X610 Mm And 45 Cm Deep For Single Pipe Line : , Providing And Fixing Isi Marked Flush Door Shutters Conforming To Is : 2202 (Part I) Non-Decorative Type, Core Of Block Board Construction With Frame Of 1St Class Hard Wood And Well Matched Commercial 3 Ply Veneering With Vertical Grains Or Cross Bands And Face Veneers On Both Faces Of Shutters:30 Mm Thick Including Isi Marked Stainless Steel Butt Hinges With Necessary Screws , Providing And Fixing Glazed Shutters For Doors, Windows And Clerestory Windows Using 4 Mm Thick Float Glass Panes (Weight Not Less Than 10 Kg Per Sqm) Fixing With Isi Marked M.S. Pressed Butt Hinges Bright Finished Of Required Size Wit H Necessary Screws .Second Class Teak Wood30 Mm Thick , Demolishing Brick Work Manually/ By Mechanical Means Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Metres Lead As Per Direction Of Engineer-In-Charge. In Cement Mortar , Providing And Fixing White Vitreous China Laboratory Sink With C.I. Brackets, C.P. Brass Chain With Rubber Plug, 40 Mm C.P Brass Waste And 40Mm C.P. Brass Trap With Necessary C.P. Brass Unions Complete, Including Painting Of Fittings And Brackets, Cutting And Making Good The Wall Wherever Required :Size 600X450x200 Mm , Providing And Fixing Factory Made Upvc Glazed/Wire Mesh Windows/ Doors Comprising Of Lead Free Upvc Multi-Chambered Frame, Sash And Mullion/Coupler (Where Ever Required) Extruded Profiles Having Minimum Wall Thickness Of 1.70 Mm For Series R1 And R2 Profiles And 2.10 Mm For Series R3 And R4 Profiles Conforming To En: 12608 In Any Shape, Colour And Design Duly Reinforced With Galvanized Mild Steel Section Made Of Required Shape & Size As Per Cpwd Specification, Upvc Extruded Glazing Beads, Interlocks And Lnline Sash Adaptor (Where Ever Required) Of Appropriate Dimension, Epdm Gasket, Hardware, Ss 304 Grade Fasteners Of Minimum 8 Mm Dia With Countersunk Head, Comprising Of Matching Polyamide Pa6 Grade Sleeve For Fixing Frame To Finished Wall As Per Is 1367 : Part 1 To 14, Plastic Packers, Plastic Caps And Necessary Stainless Steel Screws Etc. Profile Of Frame, Sash &Mullion (If Required) Shall Be Mitred Cut And Fusion Welded/Mechanically Jointed Duly Sealed At All Corners, Including Drilling Of Holes For Fixing Hardware And Drainage Of Water Etc. After Fixing Frame The Gap Between Frame And Adjacent Finished Wall Shall Be Filled With Weather Proof Silicon Sealant Over Backer Rod Of Approved Size And Quality, All Complete As Per Approved Drawing Conforming To Cpwd Specification & Direction Of Engineer-In-Charge. Section Of Steel Reinforcement And Cross Sections Of Upvc Profiles To Be As Per Design Approved By Engineer-In-Charge. Three Track Three Panels Sliding Window With Two Glazed & One Wire Mesh Panels With Aluminium Channel For Roller Track, Wool Pile, Nylon Rollers With Ss 304 Body. , Dismantling Old Plaster Or Skirting Raking Out Joints And Cleaning The Surface Forplaster Including Disposal Of Rubbish To The Dumping Ground Within 50 Metres Lead. , Providing And Laying Polished Granite Stone Flooring In Requireddesign And Patterns, In Linear As Well As Curvilinear Portions The Building, All Complete As Per The Architectural Drawings, With18 Mm Thick Stone Slab Over 20 Mm (Average) Thick Base Of Cementmortar 1:4 (1 Cement : 4 Coarse Sand), Laid And Jointed With Cementslurry And Pointing With White Cement Slurry Admixed Withpolishing Etc. All Complete As Specified And As Directed By Theengineer-In-Charge.Polished Granite Stone Slab Jet Black, Cherry Red, Elitbrown, Cat Eye Or Equivalent. , Dismantling Doors, Windows And Clerestory Windows (Steel Or Wood) Shutter Including Chowkhats, Architrave, Holdfasts Etc. Complete And Stacking Within 50 Metres Lead :Of Area 3 Sq. Metres And Below , Disposal Of Moorum/Building Rubbish/ Malba/ Similar Unserviceable , Dismantled Or Waste Material By Mechanical Transport Including Loading, Transporting , Unloading To Approved Municipal Dumping Ground For Lead Upto 1 0 Km For All Lifts, Complete As Per Directions Of Engineer-In-Charge . , Providing And Fixing White Vitreous China Laboratory Sink With C.I. Brackets, C.P. Brass Chain With Rubber Plug, 40 Mm C.P Brass Waste And 40 Mm C.P. Brass Trap With Necessary C.P. Brass Unions Complete, Including Painting Of Fittings And Brackets, Cutting And Making Good The Wall Wherever Required : Size 600X450x200 Mm , Dismantling Tile Work In Floors And Roofs Laid In Cement Mortar Including Stacking Material Within 50 Metres Lead.For Thickness Of Tiles 10 Mm To 25 Mm , Providing And Fixing Aluminium Work For Doors, Windows, Ventilators And Partitions With Extruded Built Up Standard Tubular Sections/ Appropriate Z Sections And Other Sections Of Approved Make Conforming To Is: 733 And Is 1285, Fixing With Dash Fasteners Of Required Dia And Size, Including Necessary Filling Up The Gaps At Junctions, I.E. At Top, Bottom And Sides With Required , Providing And Fixing Glazing In Aluminium Door, Window, Ventilator Shutters And Partitions Etc. With Epdm Rubber / Neoprene Gasket Etc. Complete As Per The Architectural Drawings And The Directions Of Engineer-In-Charge . (Cost Of Aluminium Snap Beading Shall Be Paid In Basic Item):With Float Glass Panes Of 5 Mm Thickness (Weight Not Less Than 12.50 Kg/Sqm) , Providing And Fixing 12 Mm Thick Prelaminated Particle Board Flat Pressed Three Layer Or Graded Wood Particle Board Conforming To Is: 12823 Grade L Type Ll, In Panelling Fixed In Aluminum Doors, Windows Shutters And Partition Frames With C.P. Brass / Stainless Steel Screws Etc. Complete As Per Architectural Drawings And Directions Of Engineer-In-Charge.Pre-Laminated Particle Board With Decorative Lamination On One Side And Balancing Lamination On Other Side , Providing And Fixing Factory Made Upvc Glazed/Wire Mesh Windows/ Doors Comprising Of Lead Free Upvc Multi-Chambered Frame, Sash And Mullion/Coupler (Where Ever Required) Extruded Profiles Having Minimum Wall Thickness Of 1.70 Mm For Series R1 And R2 Profiles And 2.10 Mm For Series R3 And R4 Profiles Conforming To En: 12608 In Any Shape, Colour And Design Duly Reinforced With Galvanized Mild Steel Section Made Of Required Shape & Size As Per Cpwd Specification, Upvc Extruded Glazing Beads, Interlocks And Lnline Sash Adaptor (Where Ever Required) Of Appropriate Dimension, Epdm Gasket, Hardware, Ss 304 Grade Fasteners Of Minimum 8 Mm Dia With Countersunk Head, Comprising Of Matching Polyamide Pa6 Grade Sleeve For Fixing Frame To Finished Wall As Per Is 1367 : Part 1 To 14, Plastic Packers, Plastic Caps And Necessary Stainless Steel Screws Etc. Profile Of Frame, Sash & Mullion (If Required) Shall Be Mitred Cut And Fusion Welded/Mechanically Jointed Duly Sealed At All Corners, Including Drilling Of Holes For Fixing Hardware And Drainage Of Water Etc. After Fixing Frame The Gap Between Frame And Adjacent Finished Wall Shall Be Filled With Weather Proof Silicon Sealant Over Backer Rod Of Approved Size And Quality, All Complete As Per Approved Drawing Conforming To Cpwd Specification & Direction Of Engineer-In-Charge. Section Of Steel Reinforcement And Cross Sections Of Upvc Profiles To Be As Per Design Approved By Engineer-In-Charge.Using R2 Series With Frame (39 Mm & Above) X (39 Mm & Above). (Height Upto 1.2 Metre) , Making Soak Pit 2.5 M Diameter 3.0 Metre Deep With 45 X 45 Cm Dry Brick Honeycomb Shaft With Bricks And S.W. Drain Pipe 100 Mm Diameter, 1.8 M Longcomplete As Per Standard Design.With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation 7.5 , Earth Work In Excavation By Mechanical Means (Hydraulic Excavator)/ Manual Means In Foundation Trenches Or Drains (Not Exceeding 1.5 M In Width Or 10 Sqm On Plan) Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M, Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M.In All Kinds Of Soil. , Brick Work With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Cement Mortar 1 :6 (1 Cement: 6 Coarse Sand) , Cement Plaster 1:3 (1 Cement: 3 Coarse Sand) Finished With A Floating Coat Of Neat Cement.20 Mm Cement Plaster
Contract Date: Jun 15, 2026 Contract Value : ₹ 19.78 Lakh
Government Departments No of Bidders 5
Uttarakhand View Result →
3.
Public Administrative Department #11293903 AOC
Repairing Of Motor Vehicle Department Cam Make Antony Make Compactor-2 Shell topStiffner 3 Shell Side Stiffner 4 Shell Bottom Stiffner 5 Arm Cylinder Mounting bracket Support 6 Packer Plate Mounting Bracket 7 Packer Plate Cylinder Mounting Bracket 8 Arm Centre Pin Mounting Plate 9 Sub Frame Runner Supports 10 Sub Frame Runner Supports 11 Shell Support 12 Shell Mounting Plate 13 Sub Frame Cross Support Mounting Plate 14 Sub Frame Chassis Support 15 Front Side Runner Mounting Plate 16 Sub Frame Cross Support Mounting Plate 17 Oil Tank Mounting Support 18 Packer Plate assembly 19 Packer plate sheet 20 Hydraulic oil Tank 21 Return Line Strainer 22 Washer For Packer Plate Pin 23 Washer For Bin Lifter Pin 24 Flange For PTO 25 Flange For Pump 26 Throttle Assembly 27 Throttle Wire Rope 28 SealKitFor Packer Plate Cylinder 29 SealKit For Bin Loader Cylinder 30 Pump Oil Seal kit 31 Washer 1/2 Douty 32 Washer 3/4 Douty 33 Oil Filter 34 Wipro PTO Pump 35 MBL Control Valve 3 spool 36 Cylinder Piston 37 Multistage Tipping Cylinder Single Acting 38 Compactor Complete Overhaul Labour 39 Compactor Maintenance with consumable price each per month 40 Roller Assembly 41 Cylinder Rod Packer plate cylinder 42 Cylinder Rod Tippingcylinder 43 Cylinder Rod Slider cylinder 44 Cylinder Rod Tailgate Raise cylinder 45 Cylinder Cap 46 Ejector plate 47 Tail gateassembly 48 Tail gate 49 Tail gate lock 50 Bin loading arm 51 PTO Joint 52 Load body sub frame 53 PTO Gear Flange 54 Single boom hydraulic crane - quote charges per hour maintenance of compactor
Contract Date: Jun 16, 2026 Contract Value : ₹ 15.00 Lakh
Local Bodies No of Bidders 1
Maharashtra View Result →
4.
Rural Development #11180993 AOC
Jet Pump Monoblock Pump Bare Pump Underwater Pump Vtpump India Mark - 2 And Mark - 3 Hand Pump Repairing And Spare Parts Rate For Zilha Parishad Bhandara , Jet Pump,Monoblock Pump, Bare Pump Underwater Pum All Submit Rate As Pergsda-Item Sheet , India Mark -2 & 3 Hand Pump Repairing Drive Out Thepipe Line With Diameter Of 65.0 M.M. , Drive Outthepipe Line With Diameter Of 65.0 M.M Which Fell In Well. , Drive Out Thepipe Line With Diameter Of 32.0 M.M From Whichfell In Well. , Drive Out Thepipe Line With Diameter Of 32.0 M.M From Well. , Repairing Of Jet Motor Pump & Pipelinedrive Out Inner Pipeline With Jet Assembly Of Jetpump From 1.0 Hp To 5.0 Hp Well. , To Fit The Inner And Outer Pipeline Of The Jet Pump In 1.0 Hp To5.0 Hp Well. , To Insert Inner Pipeline Of Jetpump In Well. (After Repairing.) , To Insert Inner & Outer Pipeline Of Jetpump In Well. (After Repairing.) , To Pull Out The Stucked, Fell Or Caught In Dreg Pump Set.( Contracter Use Their Own Tools.) , To Increse Or Reduse The Pipe Line Of Jet Pump Inh Well. ( For Every 3.0 M. ) , To Submit In The Officejet Pump, Motor Pipeline, Starter Panel Board Tin & Other Assesaries Of Laghu Panee Purwatha Yojna In Well. , New Pump Set (Upto 1.0 To 5.0 Hp) To Fit In Well, To Give Panel Wiring Arthig Test Report & Start After Electric Supply. (Z.P. Providespumpset Panel, Arthing Material G.I. Wire, Plate, Pipe Andother Assesaries.) , To Drive Out Motor And Pump From Jet Pump , To Fit1.0 Hp To 5.0 Hp Jet Motor Pump. , To Rewinding Electric Motor With Copper Wire , Above Rate Valid Forwithout Returning Old Copper Wire, 1.0 Hp To 5.0 Hp Open Pump Motor Rewinding. , To Open The Jet Motor, Over Oiling, Fitting And Testing , Roter Pump Shaft Turning And Polishing. , To Make Upper And Lower Bush Of Baring Cover Sit And Housing Of Jet Pump. , To Test Electric Pump On Site ( Transport And With Minor Repairing) , To Repaire Panel Board & Starter Of All Types Motor & Any Hp Control Panel Starter Minor Repairing To Fit Grif Set, Rottery Swich, Contracter Plate, Ampear Meter, Volt Meter, On-Off Switch, Fuse And Minor Wiring. , Starter Panel Board Main Repairing & To Fit Coilrelay, Single Phasing Preventer Water Label Guard & Totle Wiring Of 1.0 Hp To 10.0 Hp Pump. , Starter Panel Board Main Repairing & To Fit Coilrelay, Single Phasing , Preventer Water Label Guard & Totle Wiring Of 10.0 Hp To 30 Hp Pump. , Preventer Water Label Guard & Totle Wiring Of 31.0 Hp To 40 Hp Pump. , To Remove Tin Shed Flashing Of Pump If Necessary And Fit As It Is After Work. , To Remove Handpump With Pipeline For Flashing And Insert 10 Feet G.I.Pipeline Towards 32 M.M. Dimeter& Remove After Flashing And Fithandpump As It Is Before. , To Remove Handpump For Capacity Test And After Testing Fit As It Is Before. , Single Phase 1 Hp To 2 Hp Electric Pump Capacity Test For Regular Three Hour With Help Of Generator , Yieldtest 1 Hp To 2 Hp Electric Pump Capacity Test For Regular Three Hour With Help Of Generatorwith Necc Equip , Yieldtest 2 Hp To5 Hp Electric Pump Capacity Test For Regular Three Hour With Help Of Generatorwith Necc Equip , Yield Test 2 Hp To5 Hp Electric Pump Capacity Test For Regular Three Hour Withouthelpof Generatorwith Necc Equip , Spare Parts Of Jet Pump Baring Upper , Baring Lower , Empelor Key , Pump Bush , Air Fan ( With Pvc Pin) , Stand Nut Kit , Nut Bolt Kit , Air Cock , Pressure Regulating Volve , Pressure Regulating Difrom , Baring Plate Top / Bottom , Jet Assembly Packer Type Full , Packer Foot Volve , Packer Rubber Seal Set , Packer Backet Set , Gland Rope , Rubber Packing Set , Gland Rope Plate , Empelor , D) Other Material G. I. Coplling Heavy Duty , I) 32 M.M. , Ii) 40 M.M. , Iii) 50 M.M. , Iv) 65 M.M. , V) 75 M.M. , Vi) 100 M.M. , Vii) 125 M.M. , Viii) 150 M.M. , Bend Heavy Duty , I) 32 M.M. , Ii) 40 M.M. , Iii) 50 M.M. , Iv) 65 M.M. , V) 75 M.M. , Vi) 100 M.M. , Vii) 125 M.M. , Viii) 150 M.M. , 3) Foot Volve:I) 32 M.M. , Ii) 40 M.M. , Iii) 50 M.M. , Iv) 65 M.M. , V) 75 M.M. , Vi) 100 M.M. , Vii) 125 M.M. , Viii) 150 M.M. , Wooden Board 3 X 2 F X ½ “ , Iron Box 18 Guage Tin 3F X 2F X 1F , G.I.Pipe 1½“ / 1¼ “ Cutting Threding , G.I.Pipe 2“ Cutting Threding , G.I.Pipe 2½“ / 3 “ Cutting Threding , E)Submercible Pump Repairing: 1.0 Hp To 3.5 Hp , 4.0 Hp To 5.0 Hp , 6.0 Hp To 10.0 Hp , 11.0 Hp To 15.0 Hp , 16.0 Hp To 20.0 Hp , 21.0 Hp To 30.0 Hp , 31.0 Hp To 50.0 Hp , F) To Remove Motor Pump Set With Pipelinefrom Well: 1 Hp To 6.0 Hp , 7.0 Hp To 15 Hp , 16.0 Hp To 30.0 Hp , 31.0 Hp To 50.0 Hp , G) To Pull Out The Stuck, Fell Or Caught In Dreg Pump Set With Pipelinefrom Well: 1 Hp To 6.0 Hp , 2) 7.0 Hp To 15 Hp , 3)16.0 Hp To 30.0 Hp , 4)31.0 Hp To 50.0 Hp , H) To Fit Motor Pump In Well With Pipe Line: 1)1 Hp To 6.0 Hp , 2)7.0 Hp To 15 Hp , 3) 16.0 Hp To 30.0 Hp , 4) 31.0 Hp To 50.0 Hp , I) To Increase Or Reduse Pipeline Of Submercible Pump In Well Rate 3 Meter / Per Pipe: 1 Hp To 6.0 Hp , 7.0 Hp To 15 Hp , 16.0 Hp To 30.0 Hp , 31.0 Hp To 50.0 Hp , J) To Submit In The Officejet Pump, : 1 Hp To 7.5 Hp , 8.5 Hp To 15 Hp , 16.0 Hp To 30.0 Hp , 31.0 Hp To 50.0 Hp , K) New Pump Set (Upto 1.0 To 5.0 Hp) :1 Hp To 7.5 Hp , 8.5 Hp To 15 Hp , 16.0 Hp To 30.0 Hp , 31.0 Hp To 50.0 Hp , L) To Open Sub Motor, Repairing, Fitting And Testing.: 1 Hp To 7.5 Hp , 8.5 Hp To 15 Hp , 16.0 Hp To 30.0 Hp , 31.0 Hp To 50.0 Hp , M) To Open Sub Pump, Repairing, Fitting And Testing.:1)1 Hp To 7.5 Hp , 2) 8.5 Hp To 15 Hp , 3)16.0 Hp To 30.0 Hp , 4)31.0 Hp To 50.0 Hp , N) To Repaire Sub Motor And Sub Pump:To Sub Motor / Pump Bush Fitting Per , Damage Stater Repairing , Roter Shaft Turning And Polishing , Damage Roter Repairing (Rewinding) , Sub Pump Shaft Turning & Polishing , To Joint Cable With Kit , O) Sub Motor & Sub Pump Spare Parts1 To 5 Hp: I) Sub Motor Bush , Ii) Sub Pump Bush , Thirst Baring Block , Thirst Baring Full , Block , Ring , Upper Stage Casing , Lower Stage Casing , Middle Stage Casing , I) Empelor , Ii) Brass Empelor , Nekring , Defuser , Pump Key , Rubber Parts Kit , Submotor Base , Stenner , Male- Female Bush , Male- Famale Key , Nrv Stage Casing , Stud Big , Stud Small , Motor Bush Housing , I) Upper , Ii) Lower , Alen Srew , Ss Slivemotor /Pump , Ss Slive Cover , O) Sub Motor & Sub Pump Spare Parts1 To 7.5 Hp: I) Sub Motor Bush , Ii) Sub Pump Bush , Thirst Baring Block , Thirst Baring Full , Block , Ring , Upper Stage Casing , Lower Stage Casing , Middle Stage Casing , I) Empelor , Ii) Brass Empelor , Nekring , Defuser , Pump Key , Rubber Parts Kit , Submotor Base , Stenner , Male- Female Bush , Male- Famale Key , Nrv Stage Casing , Stud Big , Stud Small , Motor Bush Housing , I) Upper , Ii) Lower , Alen Srew , Ss Slivemotor /Pump , Ss Slive Cover , O) Sub Motor & Sub Pump Spare Parts 8 To15 Hp :I) Sub Motor Bush , Ii) Sub Pump Bush , Thirst Baring Block , Thirst Baring Full , Block , Ring , Upper Stage Casing , Lower Stage Casing , Middle Stage Casing , I) Empelor , Ii) Brass Empelor , Nekring , Defuser , Pump Key , Rubber Parts Kit , Submotor Base , Stenner , Male- Female Bush , Male- Famale Key , Nrv Stage Casing , Stud Big , Stud Small , Motor Bush Housing , I) Upper , Ii) Lower , Alen Srew , Ss Slivemotor /Pump , Ss Slive Cover , O) Sub Motor & Sub Pump Spare Parts16 To30 Hp: I) Sub Motor Bush , Ii) Sub Pump Bush , Thirst Baring Block , Thirst Baring Full , Block , Ring , Upper Stage Casing , Lower Stage Casing , Middle Stage Casing , I) Empelor , Ii) Brass Empelor , Nekring , Defuser , Pump Key , Rubber Parts Kit , Submotor Base , Stenner , Male- Female Bush , Male- Famale Key , Nrv Stage Casing , Stud Big , Stud Small , Motor Bush Housing , I) Upper , Ii) Lower , Alen Srew , Ss Slivemotor /Pump , Ss Slive Cover , 1)Three Ply Coreflat Flexible Submercible Cable: I) 1.5 Sq.M.M. , Ii) 2.5 Sq.M.M. , Iii) 4 Sq.M.M. , Iv) 6 Sq.M.M. , V) 10 Sq.M.M. , Vi) 1.5 Sq.M.M. , 1)Three Ply Coreflat : Arm Cable:I) 1.00 Sq.M.M. , Ii) 1.50 Sq.M.M. , Iii) 2.50 Sq.M.M. , Iv) 4.00 Sq.M.M. , V) 6.00 Sq.M.M. , Vi) 10.00 Sq.M.M. , Vii) 16.00 Sq.M.M. , Viii) 25.00 Sq.M.M. , Ix) 35.00 Sq.M.M. , X) 50.00 Sq.M.M. , Copper Wire P.V.C. Insulated & P.V.C. Coated: I) 3/20 , Copper Wire P.V.C. Insulated & P.V.C. Coated: Ii) 7/20 , Copper Wire P.V.C. Insulated & P.V.C. Coated: Iii) 7/16 , 27)New Pump Shaft I) 1.5 Hp To 6 Hp , 27)New Pump Shaft Ii) 7.5 Hp To 15 Hp , 27)New Pump Shaft Iii) 16 Hp To 30 Hp , Borewell Protecting Plate , Borewell Protecting Cover , P)25.0 Hp To 40 Hp V.T. Motor Pump Set Repairing 25Hp: Drive Out V.T. Motor From Well , V.T. Pump Fit In Well , Drive Out Colume Assembly With Pipeline From Well , To Fit Colume Assembly With Pipeline In Well , To Open V.T. Motor , V.T. Motor Fitting & Testing , Bowl Assembly Fitting & Testing , To Open Bowl Assembly , V.T. Pump Rewinding With Copper Wire. Withoutreturning Old Copper Wire , Allignment Checking & Repairing , I) Line Shaft , Ii) Colume Pipe , Iii) Oil Tube , Cutting & Threading , I) Line Shaft (R.H./L.H) , Ii) Colume Pipe (R.H./L.H) , Iii) Oil Tube (R.H./L.H) , To Fit New Flage, Threading Coller, Welding,Nutboltin Colume Pipe , To Making ,Bearing Sheet On Lathe Machine , Bearing Plate Both Side , P)25.0 Hp To 40 Hp V.T. Motor Pump Set Repairing 35Hp: Drive Out V.T. Motor From Well , V.T. Pump Fit In Well , Drive Out Colume Assembly With Pipeline From Well , To Fit Colume Assembly With Pipeline In Well , To Open V.T. Motor , V.T. Motor Fitting & Testing , Bowl Assembly Fitting & Testing , To Open Bowl Assembly , V.T. Pump Rewinding With Copper Wire. Withoutreturning Old Copper Wire , Allignment Checking & Repairing , I) Line Shaft , Ii) Colume Pipe , Iii) Oil Tube , Cutting & Threading , I) Line Shaft (R.H./L.H) , Ii) Colume Pipe (R.H./L.H) , Iii) Oil Tube (R.H./L.H) , To Fit New Flage, Threading Coller, Welding,Nutboltin Colume Pipe , To Making ,Bearing Sheet On Lathe Machine , Bearing Plate Both Side , P)25.0 Hp To 40 Hp V.T. Motor Pump Set Repairing 40Hp : Drive Out V.T. Motor From Well , V.T. Pump Fit In Well , Drive Out Colume Assembly With Pipeline From Well , To Fit Colume Assembly With Pipeline In Well , To Open V.T. Motor , V.T. Motor Fitting & Testing , Bowl Assembly Fitting & Testing , To Open Bowl Assembly , V.T. Pump Rewinding With Copper Wire. Withoutreturning Old Copper Wire , Allignment Checking & Repairing , I) Line Shaft , Ii) Colume Pipe , Iii) Oil Tube , Cutting & Threading , I) Line Shaft (R.H./L.H) , Ii) Colume Pipe (R.H./L.H) , Iii) Oil Tube (R.H./L.H) , To Fit New Flage, Threading Coller, Welding,Nutboltin Colume Pipe , To Making ,Bearing Sheet On Lathe Machine , Bearing Plate Both Side , Q)25 Hp To 40 Hp V.T. Pum Spare Part 25Hp : 1) V.T. Motor Baring , I) Upper , Ii) Lower , Discharge & Sectioncase Baring Bush Gun Metal , Water Seal (Oil Water Separater) , Line Shaft , Oil Tube , T.T. Plate Cast Iron , Brain Rubber Bush (Spider) , Net (Cast Iron) , Nut Bolt ¾“ X 2 “ , Nut Bolt ¾“ X 6 “ , Rubber Shit , T.T. Plate Bush , Neck Ring (Gun Metal) , Impelor(Gun Metal) , Browl Assembly Casing , 6” Colume Pipe M.S. , 8” Colume Pipe M.S. , Transformer Oil , Pump Colet , Shaft Tube Oil 10 No. , Impelor Pump Shaft , Litern Ring , Gide Spider , Colume Pipe Coplling , Line Shaft Coplling , Oil Tube Baring , Glad Nut , Top Oil Tube , Spider Baring Bush , Guide Spider Rubber Bush With Sirclip , Rubber Bush/ Baring , Line Shaft Slive S.S. , Water Lubricating Tube , Stuffing Box Bush & With Gaskit , Stuffing Box Baring , Latern Ring , Sole Plate , Base Plate , Water Deflector , Q)25 Hp To 40 Hp V.T. Pum Spare Part 25Hp : 1) V.T. Motor Baring , I) Upper , Ii) Lower , Discharge & Sectioncase Baring Bush Gun Metal , Water Seal (Oil Water Separater) , Line Shaft , Oil Tube , T.T. Plate Cast Iron , Brain Rubber Bush (Spider) , Net (Cast Iron) , Nut Bolt ¾“ X 2 “ , Nut Bolt ¾“ X 6 “ , Rubber Shit , T.T. Plate Bush , Neck Ring (Gun Metal) , Impelor(Gun Metal) , Browl Assembly Casing , 6” Colume Pipe M.S. , 8” Colume Pipe M.S. , Transformer Oil , Pump Colet , Shaft Tube Oil 10 No. , Impelor Pump Shaft , Litern Ring , Gide Spider , Colume Pipe Coplling , Line Shaft Coplling , Oil Tube Baring , Glad Nut , Top Oil Tube , Spider Baring Bush , Guide Spider Rubber Bush With Sirclip , Rubber Bush/ Baring , Line Shaft Slive S.S. , Water Lubricating Tube , Stuffing Box Bush & With Gaskit , Stuffing Box Baring , Latern Ring , Sole Plate , Base Plate , Water Deflector , Q)25 Hp To 40 Hp V.T. Pum Spare Part 40Hp: 1) V.T. Motor Baring , I) Upper , Ii) Lower , Discharge & Sectioncase Baring Bush Gun Metal , Water Seal (Oil Water Separater) , Line Shaft , Oil Tube , T.T. Plate Cast Iron , Brain Rubber Bush (Spider) , Net (Cast Iron) , Nut Bolt ¾“ X 2 “ , Nut Bolt ¾“ X 6 “ , Rubber Shit , T.T. Plate Bush , Neck Ring (Gun Metal) , Impelor(Gun Metal) , Browl Assembly Casing , 6” Colume Pipe M.S. , 8” Colume Pipe M.S. , Transformer Oil , Pump Colet , Shaft Tube Oil 10 No. , Impelor Pump Shaft , Litern Ring , Gide Spider , Colume Pipe Coplling , Line Shaft Coplling , Oil Tube Baring , Glad Nut , Top Oil Tube , Spider Baring Bush , Guide Spider Rubber Bush With Sirclip , Rubber Bush/ Baring , Line Shaft Slive S.S. , Water Lubricating Tube , Stuffing Box Bush & With Gaskit , Stuffing Box Baring , Latern Ring , Sole Plate , Base Plate , Water Deflector , I) Drive Out 1 Hp To 3 Hp Monoblock Pump , Ii) Drive Out 4 Hp To 10 Hp Monoblock Pump , Ii) 2 To 3Hp Monoblock Motor Rewinding , Iii) 4 To 5Hp Monoblock Motor Rewinding , Iv) 6 To 7½Hp Monoblock Motor Rewinding , V) 8 To 10Hp Monoblock Motor Rewinding , Monoblock Pump Open, Repairing, Fitting & Testing I) 1 To 1½Hp , Monoblock Pump Open, Repairing, Fitting & Testing Ii) 2 To 5Hp , Monoblock Pump Open, Repairing, Fitting & Testingiii) 6 To 10Hp , Roter Pump Shaft Turning & Polishingi) 1 To 5 Hp , Roter Pump Shaft Turning & Polishingii) 6 To 10Hp , To Make Monoblock Pump Bush & Housing (Baring)I) 1 To 1½Hp , To Make Monoblock Pump Bush & Housing (Baring)Ii) 2 To 5Hp , To Make Monoblock Pump Bush & Housing (Baring)Iii) 6 To 10Hp , Tofit New Pump Set I) 1 To 1½Hp , Tofit New Pump Setii) 2 To 5Hp , Tofit New Pump Set Iii) 6 To 10Hp , T) Monoblock Pump Spare Partsbaring1 To 1½ Hp(Driving Side) , Baring (Driven Side) , Impelor Key , Pump Bush , Air Fan , Sturnut Key , Baring Plate Both Side1 Item , Water Seal , Gland Rope , Gland Bush , Gland Plate , Roter Fitted Shaft , Latern Ring , Impelor Brass , Impelor C.I. , Defuser , Baring Housing , Neck Ring , Foot Volve , Fluge (Dilevery/ Suction) , Shaft Sleve , Delivery Casing , Stater Fitted Motorbody , Spacer , Fan Cover , Water Deflector , T) Monoblock Pump Spare Parts 2 To 3 Hp Baring (Driving Side) , Baring (Driven Side) , Impelor Key , Pump Bush , Air Fan , Sturnut Key , Baring Plate Both Side1 Item , Water Seal , Gland Rope , Gland Bush , Gland Plate , Roter Fitted Shaft , Latern Ring , Impelor Brass , Impelor C.I. , Defuser , Baring Housing , Neck Ring , Foot Volve , Fluge (Dilevery/ Suction) , Shaft Sleve , Delivery Casing , Stater Fitted Motorbody , Spacer , Fan Cover , Water Deflector , T) Monoblock Pump Spare Parts 4 To 5 Hp Baring (Driving Side) , Baring (Driven Side) , Impelor Key , Pump Bush , Air Fan , Sturnut Key , Baring Plate Both Side1 Item , Water Seal , Gland Rope , Gland Bush , Gland Plate , Roter Fitted Shaft , Latern Ring , Impelor Brass , Impelor C.I. , Defuser , Baring Housing , Neck Ring , Foot Volve , Fluge (Dilevery/ Suction) , Shaft Sleve , Delivery Casing , Stater Fitted Motorbody , Spacer , Fan Cover , Water Deflector , T) Monoblock Pump Spare Partsbaring 6 To 7½Hp (Driving Side) , Baring (Driven Side) , Impelor Key , Pump Bush , Air Fan , Sturnut Key , Baring Plate Both Side1 Item , Water Seal , Gland Rope , Gland Bush , Gland Plate , Roter Fitted Shaft , Latern Ring , Impelor Brass , Impelor C.I. , Defuser , Baring Housing , Neck Ring , Foot Volve , Fluge (Dilevery/ Suction) , Shaft Sleve , Delivery Casing , Stater Fitted Motorbody , Spacer , Fan Cover , Water Deflector , T) Monoblock Pump Spare Partsbaring 8 To 10Hp(Driving Side) , Baring (Driven Side) , Impelor Key , Pump Bush , Air Fan , Sturnut Key , Baring Plate Both Side1 Item , Water Seal , Gland Rope , Gland Bush , Gland Plate , Roter Fitted Shaft , Latern Ring , Impelor Brass , Impelor C.I. , Defuser , Baring Housing , Neck Ring , Foot Volve , Fluge (Dilevery/ Suction) , Shaft Sleve , Delivery Casing , Stater Fitted Motorbody , Spacer , Fan Cover , Water Deflector , U) Bare Pump Repairingto Drive Out Bare Pump I) 10 To 20 Hp , Ii) 21 To 50 Hp , Bare Pump To Open, Repairing, Fitting & Testing I) 10 To 20 Hp , Ii) 21 To 50 Hp , Pump Shaft Turning & Polishing I) 10 To 20 Hp , Ii) 21 To 50 Hp , To Make Pump Bush & Housing (Baring) I) 10 To 20 Hp , Ii) 21 To 50 Hp , To Fit New Bare Pump I) 10 To 20 Hp , Ii) 21 To 50 Hp , Pump Repairing & Fittingi) 10 To 20 Hp , Ii) 21 To 50 Hp , To Make Gland Bush Housing I) 10 To 20 Hp , Ii) 21 To 50 Hp , Drive Out Bare Pump Pipe Line With Foot Volve I) 10 To 20 Hp , Ii) 21 To 50 Hp , To Fit Bare Pump Pipeline With Foot Volve I) 10 To 20 Hp , Ii) 21 To 50 Hp , V) Bare Pump Spare Parts 10 To 15 Hp Baring (Ball Baring) , Rolar Baring , Impelor Key , Pump Bush , Stud Nut , Nut Bolt Kit , Air Cock , Base Plate , Water Seal , Gland Bush , Gland Plate , Pump Shaft , Latern Ring , Impelor Brass , Impelor (C.I) , Difuser , Baring Housing , Neck Ring (Small) , Neck Ring (Big) , Flasher , Foot Volve , Check Nut , Impelor Housing , Roter Casing , Roter , Delevery Casing , Stuffing Box Bush , Shaft Sleve , Water Deflector , Cuplling Half Flexible , Baring Cover , Grees Cup , Flage Section/ Delivery , V) Bare Pump Spare Parts 16 To 20Hp Baring (Ball Baring) , Rolar Baring , Impelor Key , Pump Bush , Stud Nut , Nut Bolt Kit , Air Cock , Base Plate , Water Seal , Gland Bush , Gland Plate , Pump Shaft , Latern Ring , Impelor Brass , Impelor (C.I) , Difuser , Baring Housing , Neck Ring (Small) , Neck Ring (Big) , Flasher , Foot Volve , Check Nut , Impelor Housing , Roter Casing , Roter , Delevery Casing , Stuffing Box Bush , Shaft Sleve , Water Deflector , Cuplling Half Flexible , Baring Cover , Grees Cup , Flage Section/ Delivery , V) Bare Pump Spare Parts 21 To 50 Hp Baring (Ball Baring) , Rolar Baring , Impelor Key , Pump Bush , Stud Nut , Nut Bolt Kit , Air Cock , Base Plate , Water Seal , Gland Bush , Gland Plate , Pump Shaft , Latern Ring , Impelor Brass , Impelor (C.I) , Difuser , Baring Housing , Neck Ring (Small) , Neck Ring (Big) , Flasher , Foot Volve , Check Nut , Impelor Housing , Roter Casing , Roter , Delevery Casing , Stuffing Box Bush , Shaft Sleve , Water Deflector , Cuplling Half Flexible , Baring Cover , Grees Cup , Flage Section/ Delivery , W) Bare Motor Repairingdrive Out Bare Motor , W) Bare Motor Repairingdrive Out Bare Motor I) 10 To 20 Hp , W) Bare Motor Repairingdrive Out Bare Motor Ii) 21 To 50 Hp , Bare Motor Rewinding I) 1 To 5 Hp , Bare Motor Rewinding Ii) 6 To 10 Hp , Bare Motor Rewinding Iii) 11 To 15 Hp , Bare Motor Rewinding Iv)16 To 20 Hp , Bare Motor Rewindingv) 21 To 30 Hp , Bare Motor Rewinding Vi) 31 To 35 Hp , Bare Motor Rewinding Vii) 36 To 40 Hp , Bare Motor Rewinding Viii) 41 To 50 Hp. , Motor Opening, Over Oiling, Fitting & Testingi) 1 To 5 Hp , Motor Opening, Over Oiling, Fitting & Testingii) 6 To 10 Hp , Motor Opening, Over Oiling, Fitting & Testing Iii) 11 To 15 Hp , Motor Opening, Over Oiling, Fitting & Testingiv)16 To 20 Hp , Motor Opening, Over Oiling, Fitting & Testing V) 21 To 30 Hp , Motor Opening, Over Oiling, Fitting & Testing Vi) 31 To 35 Hp , Motor Opening, Over Oiling, Fitting & Testingvii) 36 To 40 Hp , Motor Opening, Over Oiling, Fitting & Testing Viii) 41 To 50 Hp. , Roter Shaft Turning & Polishing I) 1 To 5 Hp , Roter Shaft Turning & Polishing Ii) 6 To 10 Hp , Roter Shaft Turning & Polishing Iii) 11 To 15 Hp , Roter Shaft Turning & Polishingiv)16 To 20 Hp , Roter Shaft Turning & Polishing V) 21 To 30 Hp , Roter Shaft Turning & Polishing Vi) 31 To 35 Hp , Roter Shaft Turning & Polishingvii) 36 To 40 Hp , Roter Shaft Turning & Polishing Viii) 41 To 50 Hp. , To Make Motor Bush & Housing (Baring Sheet) I) 1 To 5 Hp , To Make Motor Bush & Housing (Baring Sheet)Ii) 6 To 10 Hp , To Make Motor Bush & Housing (Baring Sheet)Iii) 11 To 15 Hp , To Make Motor Bush & Housing (Baring Sheet)Iv)16 To 20 Hp , To Make Motor Bush & Housing (Baring Sheet)V) 21 To 30 Hp , To Make Motor Bush & Housing (Baring Sheet)Vi) 31 To 35 Hp , To Make Motor Bush & Housing (Baring Sheet) Vii) 36 To 40 Hp , To Make Motor Bush & Housing (Baring Sheet) Viii) 41 To 50 Hp. , To Fit New Motor I) 1 To 5 Hp , To Fit New Motor Ii) 6 To 10 Hp , To Fit New Motoriii) 11 To 15 Hp , To Fit New Motoriv)16 To 20 Hp , To Fit New Motorv) 21 To 30 Hp , To Fit New Motorvi) 31 To 35 Hp , To Fit New Motorvii) 36 To 40 Hp , To Fit New Motor Viii) 41 To 50 Hp. , Panel Board & Starter Repairingi) 1 To 5 Hp , Panel Board & Starter Repairingii) 6 To 10 Hp , Panel Board & Starter Repairingiii) 11 To 15 Hp , Panel Board & Starter Repairingiv)16 To 20 Hp , Panel Board & Starter Repairing V) 21 To 30 Hp , Panel Board & Starter Repairing Vi) 31 To 35 Hp , Panel Board & Starter Repairing Vii) 36 To 40 Hp , Panel Board & Starter Repairing Viii) 41 To 50 Hp. , To Fit Motor As It Isi) 1 To 5 Hp , To Fit Motor As It Isii) 6 To 10 Hp , To Fit Motor As It Is Iii) 11 To 15 Hp , To Fit Motor As It Isiv)16 To 20 Hp , To Fit Motor As It Isv) 21 To 30 Hp , To Fit Motor As It Is Vi) 31 To 35 Hp , To Fit Motor As It Isvii) 36 To 40 Hp , To Fit Motor As It Isviii) 41 To 50 Hp. , X)Bare Motor Spare Parts 10 To 15:Bearing , Air Fan , Shaft , Bearing Plate , Motor Bush , Roter Assembly , Stud Nut Kit , Nut Bolt Kit , X)Bare Motor Spare Parts 6 To 20:Bearing , Air Fan , Shaft , Bearing Plate , Motor Bush , Roter Assembly , Stud Nut Kit , Nut Bolt Kit , X)Bare Motor Spare Parts 21 To 50 :Bearing , Air Fan , Shaft , Bearing Plate , Motor Bush , Roter Assembly , Stud Nut Kit , Nut Bolt Kit , Y)Vaccume Pump Repairing Drive Out Pumpi) 1 To 3 Hp , Y)Vaccume Pump Repairing Drive Out Pump Ii) 4 To 5 Hp , Motor Rewinding I) 1 To 3 Hp , Motor Rewinding Ii) 4 To 5 Hp , Pump Opening, Repairing, Over Oiling, Fitting & Testingi) 1 To 3 Hp , Pump Opening, Repairing, Over Oiling, Fitting & Testingii) 4 To 5 Hp , Roter Shaft Turning & Polishing I) 1 To 3 Hp , Roter Shaft Turning & Polishing Ii) 4 To 5 Hp , To Make Vaccume Pump Bush & Baring Housing I) 1 To 3 Hp , To Make Vaccume Pump Bush & Baring Housing Ii) 4 To 5 Hp , To Fit New Pump Set I) 1 To 3 Hp , To Fit New Pump Set Ii) 4 To 5 Hp , Panel Board & Starter Repairing I) 1 To 3 Hp , Panel Board & Starter Repairing Ii) 4 To 5 Hp , Z) Vaccume Pump Spare Parts 1 To 3 Hp :Baring , Impelor Key , Pump Bush , Air Fan , Sturnut Key , Baring Plate Both Side , Mechanical Seal , Gland Rope , Gland Bush , Gland Plate , Roter Fitted Shaft , Latern Ring , Roter G.M. , Fan Cover , Spacer , Baring Housing , Neck Ring , Port Plate , Flage (Delevery/ Section) , Shaft Sleve , Saction & Delivery Chember , Steter Fitted Motorbody , Tie Rod , Roter Casing , Liquid Diflector , Z) Vaccume Pump Spare Parts4 To 5 Hp :Baring , Impelor Key , Pump Bush , Air Fan , Sturnut Key , Baring Plate Both Side , Mechanical Seal , Gland Rope , Gland Bush , Gland Plate , Roter Fitted Shaft , Latern Ring , Roter G.M. , Fan Cover , Spacer , Baring Housing , Neck Ring , Port Plate , Flage (Delevery/ Section) , Shaft Sleve , Saction & Delivery Chember , Steter Fitted Motorbody , Tie Rod , Roter Casing , Liquid Diflector , Starter Reley I) 6 To 10A. , Ii) 9 To 14 A. , Iii) 13 To 21 A , Iv) 19 To 27 A , V) 21 To 32 A , Starter No Volt & Over Load Coil , Contactor Set Fulli) S. K. -1 , Ii)M.L. -1 , Iii) M.L. -2 , Iv) M.L. -3 , V) M.L. - 4 , Vi) M.L. - 5 , Vii) M.L. - 6 , Viii) M.L. - 7 , Ix) M.L. - 8 , X) M.L. - 9 , Xi) M.L. - 10 , Reley Plate (Kit) , Contactor Point Kiti) S. K. -1 , Ii) M.L. -1 , Iii) M.L. -2 , Iv) M.L. -3 , V) M.L. - 4 , Vi) M.L. - 5 , Vii) M.L. - 6 , Viii) M.L. - 7 , Ix) M.L. - 8 , X) M.L. - 9 , Xi) M.L. - 10 , I) Fuse Grip 16 A. , Ii) Fuse Grip 32 A. , Iii) Fuse Grip 63 A. , Iv) Fuse Grip 100 A , V) Fuse Grip 200 A.. , Fuse Basei) 16 A. , Ii) 32 A. , Iii) 63 A. , Iv) 100 A. , V) 200 A. , Connector Plate , I) Volt Meter 0-440 Volt Small , Ii) Volt Meter 0-440 Volt Big , Ampear Meter , Ampear Meteri) 0 To 15 A. , Ii) 0 To 50 A. , Iii) 0 To 100 A. , Iv) 0 150 A. , Capasitor 1 K.V.A.R. , Single Phasing Preventor , Water Level Guardwith 60 M. Wire , On-Off Rotery Switch , Volt Meter / Ampere Meter Switch , Nuon Indicator Lamp , Main Switch 440 Volt Three Phase , I) 16 A. , Ii) 32 A. , Iv) 100 A. , V) 200 A. , M.S.E.B. Unit I) 32 A. , Ii) 63 A. , Iii) 100 A. , Iv) 200 A. , H.R. C. Fuse I) 100 A. , Ii) 125 A. , Iii) 200 A. , Aquazilary Coil , Timer Coil , C.T. Coil I) 60 A. , Ii) 100 A. , Iii) 200 A. , Tog Tester , Multi Meter , Insulation Tester , Meger , Hand Gloves - 1 Pair (Rubber) , Insulated Rubber Matting , To Arthing With Arthing 300 X 300 X 50 M.M. Arthing Plate,G I. Pipe & Arthing Wire , To Arthing With Arthing 450 X 450 X 50 M.M. Arthing Plate, G I. Pipe & Arthing Wire , Arthing Wire 14 To 6 Guage , Starter D.O.L , I) 1 To 5 Hp , Ii) 5 To 10 Hp , Iii) Star Delta Auto 10 To 20 Hp , Vi) Star Delta Auto 21 To 30 Hp , V) Auto Transfarmer Starter 20 To 30 Hp , Vi) Auto Transfarmer Starter 31 To 50 Hp , Transfarmer Coil Rewinding With Copper Wire In Transfarmer Starter. Without Returning Old Copper Wire. , Change Over Switch 50 A. 3 Phase , Change Over Switch 100 A. 3 Phase , Change Over Switch 200 A. 3 Phase , Buz Bar 30 To 50 Hp , Transfarmer Oil , Discharge With Stainless Steel Pump Shaft And Motor Suitable For Working On 415 V± 10%, 3Ph, 50 Hz., A.C. Supply, Cable Guard, Thrust Carbon/Fibre Bearing To Accept Entire Hydraulic Thrust, Water Proofwinding Shall Be Provided. The Pump Set Shall Be Suitable For Direct Coupling. Pump Shall Have Suitable Suction Stainer Shall Also Be Provided. 3 Core, Single/Double Run Copper Conductor Submersible Type Flat Cable 3 Mtr. And 3 Pairs Of Erection Clamps. Rates Per Pump Upto 20 Stages (As Per Design)Submercsible Pump Set 100Mm Dia(With Polypropelene/ Noryl Impeller)Up To 20 Stages1.5 Hp , 2.0 Hp , 3.0 Hp , 4.0 Hp , 5.0 Hp , Submersible Pump 150 Mm Dia (With Bronze /Stainless(Cf8m) Impeller) Up To 8 Stages 1.5 Hp , 2.0Hp , 3.0Hp , 4.0Hp , 5.0 Hp , 6.0Hp , 7.5 Hp , Submersible Pump 150 Mm Dia (With Bronze /Stainless(Cf8m) Impeller) Up To 12 Stages1hp , 12.5Hp , 15Hp , Submersible Pump 150 Mm Dia (With Bronze /Stainless(Cf8m) Impeller) Up To 15 Stages17.5 Hp , 20 Hp , 22.5 Hp , Submersible Monoblock (With Bronze / Stainless Steel (Cf8m) Impeller ) Horizontal/Vertical -Upto 3 Stages( Motor With Water Lubricated Bearing To Accept Entire Hydraulice Threst ) 3 Hp , 5Hp , 7.5 Hp , 10 Hp , Supplying And Erecting Submersible Pumpset 0.75Kw/ 1Hp With 415V 50 Cycles Ac Supply Suitable For 100Mm Dia Borewell . Suitable For 10 To 50 Lpm Discharge At 70 To 20 M And ( Max Effciency At 52 M. Head 30 Lpm Discharge) & Delivery Pipe Of 32 Mmdiameter With A Neccssary H. Type Clamp As Per Specification No. Wp. Smp , Suppluing And Erecting 3 Core Pvc. Insulated Flat Flexible Submersible Cable With Copper Conductor, Pvc Insulated And Pvc Sheathed 3Core 2.5 Sq.Mm , 3Core 4 Sq.Mm , 3Core 6 Sq.Mm , 3Core 10 Sq.Mm , Providing, Suplying & In Standard Lenghts Mdpe Pipes. Conforming To I.S.O. 4427:1996/With Necessary Jointing Material Like Mechanical Connection I.E. Thread/Insert Joint/Quick Release Coupler Joint/Compresion Fitting Joint Or Flanged Joint. ...............Etc Complete. Pn-16Sdr - 9 20 Mm , 25Mm , 32Mm , 40Mm , 50Mm , 63Mm , 75Mm , 90Mm , Providing, Suplying & In Standard Lenghts Hdpe Pipes. Conforming To I.S.O. 4427:1996/With Necessary Jointing Material Like Mechanical Connection I.E. Thread/Insert Joint/Quick Release Coupler Joint/Compresion Fitting Joint Or Flanged Joint. ...............Etc Complete.6Kg 32Mm , 40Mm , 50Mm , Cpvc Pipe32mm , Cpvc Pipe 40Mm , 50Mm , Providing Isi Mark Gi Pipe With One Coupler Of Following Class And Dia Including All Local And Central Taxces, Octroi, Inspection Charges, Transportation To Stores Etc. Complete. Is 1239/2004 - 15 Mm Dia Medium , 20 Mm Dia Medium , 25 Mm Dia Medium , 32 Mm Dia Medium , 40 Mm Dia Medium , 50 Mm Dia Medium , 65 Mm Dia Medium , 80 Mm Dia Medium , 100 Mm Dia Medium , 125 Mm Dia Medium , 150 Mm Dia Medium , Lowering, Laying, Jointing G.I. Pipes And Specials Of Following Class And Dia. Including Conveyance From Stores To Site Of Works, All Labour, Giving Satisfctory Hydraulic Testing Etc. Complete. Either Underground Or In Vertical Position, As Directed By Engineer-In-Charge.- 15 Mm Dia Medium , 20 Mm Dia Medium , 25 Mm Dia Medium , 32 Mm Dia Medium , 40 Mm Dia Medium , 50 Mm Dia Medium , 65 Mm Dia Medium , 80 Mm Dia Medium , 100 Mm Dia Medium , 125 Mm Dia Medium , 150 Mm Dia Medium , Providing, Supplying Isi Mark C.I.D/F. Reflux Valve (Non Return Valve ) With Jointing To Pipe Work(Including All Hardware And Packing) Water Works Quality With Jointing To Pipe Withoutbypass Arrangement With Gunmetal Seat Excluding C.C. Foundation/Structural Steel Supports. For Rating Pn - 1.6 Confirming To Is - 5312: 1984 - 50 Mm Dia , 65 Mm Dia , 80 Mm Dia , Lowering, Laying And Jointingin Position Following Cidf Reflux Valve/ Butterfly Valve And Sluice Valve Including Cast Of All Labour, Jointing Material Including Nut Bolts And Giving -50 Mm Dia , 65 Mm Dia , 80 Mm Dia , Nrv Valve Gun Metal 25 Mm , Nrv Valve Gun Metal 80 Mm , Providing And Supplying Isi Standard C.I. Flanged / S & S Specials Including All Taxes (Central And Local) Railway Freight, Insurance, Unloading From Railway Wagon, Loading Into Truck, D.F.Specials80 Mm To 300 Mm Dia , Supplying And Erecting Automatic Control Panel For 3Ph,415V ,Ac Submersible /Centrifugal Pumpset Upto 6 Hp Consisting Of Dol Starter Having Relay Range 9-14 Amp S.P.P.,Combined Ammeter/Voltmeter, Phase Indicating Lamp Enclosed In Crca Powder Coated Vibration Proof Encloser With Ip 54 Protection Control Panel Should Offer Single Phase ,Phase Reversal ,Phase Inbalance Etc ( Similer To Lt Model No.Mu G6/Cat No.Ss97756) , Dol Starter- Supplying And Erecting Dol Starter To Operate Squirrel Cage Induction Motor Working On 380 - 440 V, 3 Ph., 50 Hz., With No Volt Coil, Overload Element With Necessary Material & Connected To Supply Etc. Comp. Starter With Original Sheet Steel Encloser. - Up To 7.5 Hp , Up To 10 Hp , Main Switch 415V -16A , Main Switch 415V- 32A , Main Switch415v-63A , S.S. Nipple , Dual Chamber/Special Water Chamber , Providing Structural Steel Work In Single Stanctions Composed Of Rsj Chanel Etc. With Caps, Bases, Mild Steel Plates Angles, Bracket Cleats, Gusset Plates, Anchour Bolts Etc. As Per Detailed Drawing And Design Or As Directed By Engineer-In-Charge Including Cutting, Fabricating, Hoisting, Erecting, Fixing, In Position Making Reveted/Bolted/Welded In Connection And One Coat Of Anti Corrosive Point And Over It Two Coats Of Oil Painting Etc. Complete.-7.5 Hpto 12.5H.P. , Above12.5 Hpto20h.P. , Above 20 Hpto25h.P. , Above 25 Hpto40h.P. , Providing Structural Steel Work In Single Stanctions Composed Of Rsj Chanel Etc. With Caps, Bases, Mild Steel Plates Angles, Bracket Cleats, Gusset Plates, Anchour Bolts Etc. As Per Detailed Drawing And Design Or As Directed By Engineer-In-Charge Including Cutting, Fabricating, Hoisting, Erecting, Fixing, In Position Making Reveted/Bolted/Welded In Connection And One Coat Of Anti Corrosive Point And Over It Two Coats Of Oil Painting Etc. Complete. , Earthing For Pumping Machinery Supplying And Erecting Earthing With Galvanised Cast Iron Earth Plate Size 60X60x0.6 Cm Complete With All Materials,Testing &Recording The Result As Per Specification No.Ea-Ep , Excavation For Foundation / Pipe Trenches In Earth, Soil Of All Types, Sand, Gravel And Soft Murum, Including Removing The Excavatedmaterial Upto A Distance Of 50 Metres And Lifts As Below, Stacking And Spreading As Directed, Normal Dewatering, Preparing The Bed For Foundation And Excluding Back Filling, Etc. Complete. Lift 0-1.5 M. , Excavation For Foundation / Pipe Trenches In Hard Murum, Including Removing The Excavatedmaterial Upto A Distance Of 50 Metres And Lifts As Below, Stacking And Spreading As Directed, Lift 0-1.5 M. , Providing And Supplying In Standard Lengths Isi Mark Rigid Unplasticised Pvc Pipes Suitable For Potable Water With Unplastised Pvc Pipes Suitable For Potable Water With Solvent Cement Joints Including Cost Of Couplers, As Per Is Specification No. 4985 / 1988 Including All Local And Central Taxes, Transportation, Freight Charges, Inspection Charges, Loading, Unloading, Conveyance To The Departmental Stores/ Site And Stacking The Same In Closed Shed Duly Protected From Sun Rays And Rains Including Cost Of Jointing Material I.E. Solvent Cement, Etc.Complete (Selffit Type To Be Jointed With Cement Solvent).-63 Mm Dia. Pvc 4 Kg/ Cm² , 75 Mm Dia. Pvc 4 Kg/ Cm² , 90 Mm Dia. Pvc 4 Kg/ Cm² , 110 Mm Dia. Pvc 4 Kg/ Cm² , 140 Mm Dia. Pvc 4 Kg/ Cm² , Lowering, Laying And Jointing Pvc Pipes And Specials Of Following Class And Diameter Including Cost Of Conveyance From Stores To Site Of Work Including Cost Of All Labour, Material, Except Cement Solvent, Rubber Ring, Giving Satisfactory Hydraulic Testing As Per Is Code, Etc. Complete (With Cement Solvent Joint / Ring Fit Joint)-63 Mm Dia. Pvc 4 Kg/ Cm². , 75 Mm Dia. Pvc 4 Kg/ Cm² , 90 Mm Dia. Pvc 4 Kg/ Cm² , 110 Mm Dia. Pvc 4 Kg/ Cm² , 140 Mm Dia. Pvc 4 Kg/ Cm² , Providing And Laying In Citu C.C. Of Of Trap / Granite/ Quartzite/Gneiss Metal For Foundation And Bedding Including Normal Dewatering, Formwork, Compacting And Curing, Finishing, Etc.Complete. Pcc M -100 For Reinstaining Of Cement Road , Providing And Constructing Two Taps Standpost As Per Type Design With Excavation 15 Cm Thick Pcc (1:3:6) Bedding 20 Mm Thick Pcc (1:2:4) Concrete For Platform Of 1.75 M Dia. With Side Curb And Bucket Rest 80 Mm Dia, Heavy Duty Gi Pipe Central Post Duly Filled Therein With C.C. (1:2:4) 5 M Long, 20 Mm Dia. Medium G.I. Pipe From Point Of Tapping To Standpost Additional 20 Mm Dia G.I. Pipe Fixed Verticaly Upto 15 Mm Dia Self Closing Water Taps On Brass Ferrule Etc. Complete Together With All Labour And Material Charges As Per Drawing And As Directed By Engineer-In-Charge When Good Foundation Is Available. Rate Includes Draining Arrangement By Excavating Open Gutters. , Refilling The Trenches With Available Excavated Stuff With Soft Material First Over Pipeline And Then Hard Material In 15 Cm Layers With All Leads And Lifts Including Consolidation, , Providing,Hosting And Fixing In Position Of Approved Make High Density Polyethylene Uv Stabilized Conforming To Is 12701 ,Water Storage Tank With Necessary Connections, Testinfg Etccomplete 9 Prior Approval Of Sample By Ex. Engineer Is Necessary Before Use ) Spect. No. As Directed By Engineer In Charg.For 200 To 1000 Lit. , For 1000 To 20000 Lit. , Providing Fixing 15Mm Dia Screw Down Bib Stop Tap Of Brass Including Necessory Socket Union Nut Complete (Pwd Csr 22-23 P.No. 288 I.No. 41.4 , Providing And Laying In Trenches Dia Cpvc Pipeincluding Necessary Excavation Fitting Reffilling Trenches Etc Complete Including Removing Existing Pipe Line If The Same In Pwd Chowky Or As Directed Etc Complete 1)For --15 Mm Dia , 2) For 20 Mm Dia , 3) For 25 Mm Dia , 4) For 32 Mm Dia , 5) For 40 Mm Dia
Contract Date: May 27, 2026 Contract Value : ₹ 30.00 Lakh
Government Departments No of Bidders 5
Maharashtra View Result →
5.
Housing Urban and Rular Development #11144599 Technical Bid
Tender For Tourism Development And Beautification Of Paataleshwar Mandir At Gram Sabha Kalpi Dist- Jalaun- 1 Earth Work In Excavation By Mechanical Means (Hydraulic Excavator)/Manual Means Over Areas (Exceeding 30 Cm In Depth, 1.5 M In Width As Well As 10 Sqm On Plan) Including Getting Out And Disposal Of Excavated Earth Lead Upto 50 M And Lift Upto 1.5 M, As Directed By Engineer-In-Charge. Dsr 2.6.1 Dsr 2.6.1 2 Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level : 1:4:8 (1 Cement : 4 Coarse Sand (Zone-Iii) : 8 Graded Stone Aggregate 40 Mm Nominal Size) Dsr 4.1.8 3 Treatment Of Soil Under Existing Floors Using Chemical Emulsion @ One Litre Per Hole, 300 Mm Apart Including Drilling 12 Mm Diameter Holes And Plugging With Cement Mortar 1 :2 (1 Cement : 2 Coarse Sand) To Match The Existing Floor: Dsr 2.35.3.1 4 Excavating, Supplying And Filling Of Local Earth (Including Royalty) By Mechanical Transport Upto A Lead Of 5Km Also Including Ramming And Watering Of The Earth In Layers Not Exceeding 20 Cm In Trenches, Plinth, Sides Of Foundation Etc. Complete. Dsr 2.25(A) 5 Supplying And Filling In Plinth With Sand Under Floors, Including Watering, Ramming, Consolidating And Dressing Complete. Dsr 2.27 6 Boring With Hydraulic Piling Rigs With Power Units, Providing And Installing Cast In Situ Single Under Reamed Piles Of Specified Diameter And Length Below Pile Cap In M-25 Cement Concrete, To Carry A Safe Working Load Not Less Than Specified, Excluding The Cost Of Steel Reinforcement But Including The Cost Of Boring With Bentonite Solution And The Length Of The Pile To Be Embedded In Pile Cap Etc. All Complete. (Length Of Pile For Payment Shall Be Measured Upto To The Bottom Of Pile Cap) : 300 Mm Dia Piles Dsr 20.3.1 7 Vertical Load Testing Of Piles In Accordance With Is 2911 (Part Iv) Including Installation Of Loading Platform By Kentledge Method And Preparation Of Pile Head Or Construction Of Test Cap And Dismantling Of Test Cap After Test Etc. Complete As Per Specification & The Direction Of Engineer In-Charge. 1.Initial Test Dsr 20.6.1 8 Vertical Load Testing Of Piles In Accordance With Is 2911 (Part Iv) Including Installation Of Loading Platform By Kentledge Method And Preparation Of Pile Head Or Construction Of Test Cap And Dismantling Of Test Cap After Test Etc. Complete As Per Specification & The Direction Of Engineer In-Charge. 2.Routine Test Dsr 20.6.1.2 9 Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete, Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement - All Work Up To Plinth Level : 5.1.2 1:1.5:3 (1 Cement : 1.5 Coarse Sand (Zone-Iii): 3 Graded Stone Aggregate 20 Mm Nominal Size) Dsr 5.1.2 10 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For Foundations, Footings, Bases Of Columns, Etc. For Mass Concrete. Dsr 5.9.1 11 Reinforced Cement Concrete Work In Walls (Any Thickness), Including Attached Pilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abutments, Posts And Struts Etc. Above Plinth Level Up To Floor Five Level, Excluding Cost Of Centering, Shuttering, Finishing And Reinforcement : 5.2.2 1:1.5:3 (1 Cement : 1.5 Coarse Sand(Zone-Iii) : 3 Graded Stone Aggregate 20 Mm Nominal Size) Dsr 5.2.2 12 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For Foundations, Footings, Bases Of Columns, Etc. For Mass Concrete. Dsr 5.9.6 13 Reinforced Cement Concrete Work In Beams, Suspended Floors, Roofs Having Slope Up To 15° Landings, Balconies, Shelves, Chajjas, Lintels, Bands, Plain Window Sills, Staircases And Spiral Stair Cases Above Plinth Level Up To Floor Five Level, Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement, With 1:1.5:3 (1 Cement : 1.5 Coarse Sand(Zone-Iii) : 3 Graded Stone Aggregate 20 Mm Nominal Size). Dsr 5.3 14 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For All Heights Lintels, Beams, Plinth Beams, Girders, Bressumers And Cantilevers Dsr 5.9.5 15 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For Suspended Floors, Roofs, Landings, Balconies And Access Platform Dsr 5.9.3 16 Steel Reinforcement For R.C.C. Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Upto Plinth Level. Thermo-Mechanically Treated Bars Of Grade Fe-500D Or More. Dsr 5.22.6 17 Brick Work With Bricks Of Class Designation 15 (Class-150) In Foundation And Plinth In: Cement Mortar 1:6 (1 Cement : 6 Coarse Sand (Fm 1.50 To 2.00)) Dsr Ar 18 Brick Work With Bricks Of Class Designation 15 (Class-150) In Superstructure Above Plinth Level Up To Floor V Level In All Shapes And Sizes In : Cement Mortar 1:6 (1 Cement : 6 Coarse Sand (Fm 1.50 To 2.00)) Dsr Ar 19 Half Brick Masonry With Bricks Of Class Designation 15 (Class-150) In Superstructure Above Plinth Level Up To Floor V Level. Cement Mortar 1:4 (1 Cement : 4 Coarse Sand (Fm 1.50 To 2.00)) Dsr Ar 20 12 Mm Cement Plaster On Rough Side Of Single Or Half Brick Wall Of Mix: 1:6(1 Cement: 6 Coarse Sand) Dsr 13.4.2 21 15 Mm Cement Plaster On Rough Side Of Single Or Half Brick Wall Of Mix: 1:6(1 Cement: 6 Coarse Sand) Dsr 13.5.2 22 Add For Plaster Drip Course/ Groove In Plastered Surface Or Moulding Tor.C.C. Projections. Dsr 5.30 23 Providing And Fixing 1St Quality Ceramic Glazed Floor Tiles Conforming To Is : 15622 (Thickness To Be Specified By The Manufacturer ) Of Approved Make In All Colors, Shades Except Burgundy, Bottle Green, Black Of Any Size As Approved By Engineer-In-Charge In Skirting, Risers Of Steps And Dados Over 12 Mm Thick Bed Of Cement Mortar 1:3 (1 Cement: 3 Coarse Sand) And Jointing With Grey Cement Slurry @ 3.3Kg Per Sqm Including Pointing In White Cement Mixed With Pigment Of Matching Shade Complete. Dsr 11.37A 24 Providing And Fixing Ist Quality Ceramic Glazed Wall Tiles Conforming Tois: 15622 (Thickness To Be Specified By The Manufacturer), Of Approvedmake, In All Colours, Shades Except Burgundy, Bottle Green, Black Ofany Size As Approved By Engineer-In-Charge, In Skirting, Risers Of Stepsand Dados, Over 12 Mm Thick Bed Of Cement Mortar 1:3 (1 Cement : 3Coarse Sand) And Jointing With Grey Cement Slurry @ 3.3Kg Per Sqm,Including Pointing In White Cement Mixed With Pigment Of Matching Shadecomplete. Dsr 8.31 25 Providing And Laying Vitrified Floor Tiles In Different Sizes (Thickness To Bespecified By The Manufacturer) With Water Absorption Less Than 0.08%And Conforming To Is: 15622, Of Approved Make, In All Colours And Shades,Laid On 20Mm Thick Cement Mortar 1:4 (1 Cement : 4 Coarse Sand),Jointing With Grey Cement Slurry @ 3.3 Kg/ Sqm Including Grouting Thejoints With White Cement And Matching Pigments Etc., Complete. Size Of Tile 600X600 Mm Dsr 11.41A.3.1 26 Providing And Laying Polished Granite Stone Flooring In Required Designand Patterns, In Linear As Well As Curvilinear Portions Of The Building Allcomplete As Per The Architectural Drawings With 18 Mm Thick Stone Slabover 20 Mm (Average) Thick Base Of Cement Mortar 1:4 (1 Cement : 4Coarse Sand) Laid And Jointed With Cement Slurry And Pointing With Whitecement Slurry Admixed With Pigment Of Matching Shade Includingrubbing, Curing And Polishing Etc. All Complete As Specified And Asdirected By The Engineer-In-Charge. Polished Granite Stone Slab Of Colour Black, Cherry/Rubyred Or Equivalent Dsr 11.56.1 27 Providing And Fixing Factory Made Upvc Glazed/Wire Mesh Windows/Doors Comprising Of Lead Free Upvc Multi-Chambered Frame, Sash And Mullion/Coupler (Where Ever Required) Extruded Profiles Having Minimum Wall Thickness Of 1.70 Mm For Series R1 And R2 Profiles And 2.10 Mm For Series R3 And R4 Profiles Conforming To En: 12608 In Any Shape, Colour And Design Duly Reinforced With Galvanized Mild Steel Section Made Of Required Shape & Size As Per Cpwd Specification, Upvc Extruded Glazing Beads, Interlocks And Inline Sash Adaptor (Where Ever Required) Of Appropriate Dimension, Epdm Gasket, Hardware, Ss 304 Grade Fasteners Of Minimum 8 Mm Dia With Countersunk Head, Comprising Of Matching Polyamide Pa6 Grade Sleeve For Fixing Frame To Finished Wall As Per Is 1367 : Part 1 To 14, Plastic Packers, Plastic Caps And Necessary Stainless Steel Screws Etc. Profile Of Frame, Sash & Mullion (If Required) Shall Be Mitred Cut And Fusion Welded/Mechanically Jointed Duly Sealed At All Corners, Including Drilling Of Holes For Fixing Hardware And Drainage Of Water Etc. After Fixing Frame The Gap Between Frame And Adjacent Finished Wall Shall Be Filled With Weather Proof Silicon Sealant Over Backer Rod Of Approved Size And Quality, All Complete As Per Approved Drawing Conforming To Cpwd Specification & Direction Of Engineer-In-Charge. Section Of Steel Reinforcement And Cross Sections Of Upvc Profiles To Be As Per Design Approved By Engineer-In-Charge. Wire Mesh / Glazing Of Plain/ Toughened/ Laminated/ Double Glass Unit With / Without High Performance Coatings As Per Design Requirements And Conforming To Is: 3548 & Is: 16231 Shall Be Paid Separately. Note:- Structural Design Proof Checked From A Government Engineering Institute, To Be Provided By The Manufacturer For : (I) Sites With Basic Wind Speed > 45 M/Sec As Per Is 875 – Part 3 (Ii) Sites With Structure Height More Than 20M For All Wind Speeds. Three Track Three Panels Sliding Window With Two Glazed & One Wire Mesh Panels With Aluminium Channel For Roller Track, Wool Pile, Nylon Rollers With Ss 304 Body. Using R3 Series With Frame (98Mm & Above) X (40Mm & Above) & Both Glazed And Fly Screen Sash (30Mm & Above) X (55Mm & Above) With Zinc Alloy (Zamak) Powder Coated Handle On Every Glazed Panel Along With Multi-Point Locking System. (Height Upto 1.2M). Dsr 9.147.A4.1 28 Three Track Three Panels Sliding Door With Two Glazed & One Wire Mesh Panels With Aluminium Channel For Roller Track, Wool Pile, Zinc Alloy (Zamak) Powder Coated Handle On Two Panels Along With Multi-Point Locking System, Adjustable Nylon Rollers With Ss 304 Body. Using R3 Series With Frame (98 Mm & Above) X (40 Mm & Above) & Both Glazed And Fly Screen Sash (30 Mm & Above) X (74 Mm & Above). (Height Upto 2.5 Metre). Dsr 9.147.B3.1 29 Providing And Fixing Glazing In Aluminium Door, Window, Ventilator Shutters And Partitions Etc. With Epdm Rubber / Neoprene Gasket Etc. Complete As Per The Architectural Drawings And The Directions Of Engineer-In-Charge . (Cost Of Aluminium Snap Beading Shall Be Paid In Basic Item): With Float Glass Panes Of 5 Mm Thickness (Weight Not Less Than 12.50 Kg/Sqm) Dsr 21.3.2 30 Filling The Gap In Between Aluminium/ Stone/ Wood Frame And Adjacent Rcc/Brick/ Stone/ Wood/ Ceramic/ Gypsum Work By Providing Weather/Structural Non Sag Elastomeric Pu Sealant Over Backer Rod Of Approved Quality As Per Architectural Drawings And Direction Of Engineer-In-Charge Complete, Complying To Astm C920, Din 18540- F & Iso 11600. Upto 5Mm Depth And 5 Mm Width Dsr 21.19.1 31 Providing And Fixing Fly Proof Galvanized M.S. Wire Gauge To Windows And Clerestory Windows Using Wire Gauge With Average Width Of Aperture 1.4 Mm In Both Directions With Wire Of Dia 0.63 Mm All Complete. With 12 Mm Mild Steel U Beading Dsr 9.51.2 32 Distempering With Oil Bound Washable Distemper Of Approved Brandand Manufacture To Give An Even Shade : New Work (Two Or More Coats) Over And Including Water Thinnable Priming Coat With Cement Primer Dsr 13.41.1 33 Finishing Walls With Acrylic Smooth Exterior Paint Of Required Shade : New Work (Two Or More Coat Applied @ 1.67 Ltr/10 Sqmover And Including Priming Coat Of Exterior Primer Applied@ 2.20 Kg/10 Sqm) Dsr 13.46.1 34 Providing And Applying White Cement Based Putty Of Average Thickness1 Mm, Of Approved Brand And Manufacturer, Over The Plastered Wallsurface To Prepare The Surface Even And Smooth Complete. Dsr 13.80 35 Providing And Laying Integral Cement Based Water Proofing Treatmentincluding Preparation Of Surface As Required For Treatment Of Roofs,Balconies, Terraces Etc Consisting Of Following Operations: Applying A Slurry Coat Of Neat Cement Using 2.75 Kg/Sqm Ofcement Admixed With Water Proofing Compound Conformingto Is. 2645 And Approved By Engineer-In-Charge Over The Rccslab Including Adjoining Walls Upto 300 Mm Height Includingcleaning The Surface Before Treatment.(B) Laying Brick Bats With Mortar Using Broken Bricks/Brick Bats 25 Mm To 115 Mm. With Average Thickness Of 120Mm & Minium Thickness At Khurra As 65 Mm Dsr 22.7.1 36 Making Khurras 45X45 Cm With Average Minimum Thickness Of 5 Cm Cement Concrete 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stoneaggregate Of 20 Mm Nominal Size) Over P.V.C. Sheet 1 M X1 M X 400Micron, Finished With 12 Mm Cement Plaster 1:3 (1 Cement : 3 Coarsesand) And A Coat Of Neat Cement, Rounding The Edges And Makingand Finishing The Outlet Complete.M Dsr 12.22 37 Providing Gola 75X75 Mm In Cement Concrete 1:2:4 (1 Cement : 2 Coarse Sand : 4 Stone Aggregate 10 Mm And Down Gauge), Including Finishing With Cement Mortar 1:3 (1 Cement : 3 Fine Sand) As Per Standard Design : In 75X75 Mm Deep Chase. Dar 12.21.1 38 Supplying, Fabricating, Transporting, Hoistingand Fixing In Position Good Quality Of 70 Mm Redsandstone In Various Elements For All Levels.Stone Shall Be Free From Cracks, Lines Stains Andeven In Shade For Each Element. The Stone Shall|Be Fine Grained And Reddish Or Buff-Colored(Locally Available). The Work Shall Be Carried Outas Per Attached Drawings With Different Process|Of I.E Carving (Manual/ By Machine), Ornamentalwork, Traditional Work, Figure Work (Any Type,Any Size), Cnc Cutting, Moulding. The Carvingand Molding Work Shall Be Of Very Good Quality.|The Stones To Be Fixed In Line, Level And Plumb Inall Respect With The Use Of Brass Clamps, Pins, (To|Be Paid Separetely) Dowels, Cement Slurry With|Matching Pigment And Epoxy Of Akemigermany, Ardex Endura, Myk Laticrete Orjapproved Make As Required And As Approved Bythe Architects. Dsr Ar 39 Providing And Fixing Water Closet Squatting Pan (Indian Type W.C. Pan) With 100 Mm Sand Cast Iron P Or S Trap, 10 Litre Low Level White P.V.C. Flushing Cistern, Including Flush Pipe, With Manually Controlled Device (Handle Lever) Conforming To Is : 7231, With All Fittings And Fixtures Complete, Including Cutting And Making Good The Walls And Floors Wherever Required. White Vitreous China Orissa Pattern W.C. Pan Of Size 580X440 Mm With Integral Type Foot Rests Dsr 17.1.1 40 Providing And Fixing White Vitreous China Pedestal Type Water Closet (European Type W.C. Pan) With Seat And Lid, 10 Litre Low Level White P.V.C. Flushing Cistern, Including Flush Pipe, With Manually Controlled Device (Handle Lever), Conforming To Is : 7231, With All Fittings And Fixtures Complete, Including Cutting And Making Good The Walls And Floors Wherever Required : 17.2.1 W.C. Pan With Isi Marked White Solid Plastic Seat And Lid Dsr 17.2.1 41 Providing And Fixing Wash Basin With C.I. Brackets, 15 Mm C.P. Brass Pillar Taps, 32 Mm C.P. Brass Waste Of Standard Pattern, Including Painting Of Fittings And Brackets, Cutting And Making Good The Walls Wherever Require White Vitreous China Flat Back Wash Basin Size 550X 400 Mm With Single 15 Mm C.P. Brass Pillar Tap Dsr 17.7.4 42 Providing And Fixing P.V.C. Waste Pipe For Sink Or Wash Basin Including P.V.C. Waste Fittings Complete 32 Mm Dia C Dsr-17.28.1.1 43 Providing And Fixing Ptmt Soap Dish Holder Having Length Of 138 Mm, Breadth 102 Mm, Height Of 75 Mm With Concealed Fitting Arrangements. Weighing Not Less Than 106 Gms. Dsr 18.65 44 Providing And Fixing 600X450 Mm Beveled Edge Mirror Of Superior Glass (Of Approved Quality) Complete With 6 Mm Thick Hard Board Ground Fixed To Wooden Cleats With C.P. Brass Screws And Washers Complete. Dsr 17.31 45 Providing And Fixing 8 Mm Dia C.P. / S.S. Jet With Flexible Tube Upto 1 Metre Long With S.S. Triangular Plate To Eureopean Type W.C. Of Quality And Make As Approved By Engineer - In -Charge. Dsr 17.16A 46 Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineer In Charge. External Work. 100 Mm Nominal Inner Dia Pipes Dsr 18.9.9 47 Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineer In Charge. External Work. 80 Mm Nominal Inner Dia Pipes Dsr 18.9.8 48 Providing And Fixing M.S. Holder-Bat Clamps Of Approved Design To Sand Cast Iron/Cast Iron (Spun) Pipe Embedded In And Including Cement Concrete Blocks 10X10X10 Cm Of 1:2:4 Mix (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size), Including Cost Of Cutting Holes And Making Good The Walls Etc. For . 100 Mm Dia Pipes Dsr 17.37.1 49 Providing And Fixing M.S. Holder-Bat Clamps Of Approved Design To Sand Cast Iron/Cast Iron (Spun) Pipe Embedded In And Including Cement Concrete Blocks 10X10X10 Cm Of 1:2:4 Mix (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size), Including Cost Of Cutting Holes And Making Good The Walls Etc. For . 75 Mm Dia Pipes Dsr 17.37.2 50 Providing And Fixing On Wall Face Unplasticised Rigid Pvc Rain Water Pipes Conforming To Is : 13592 Type A, Including Jointing With Seal Ring Conforming To Is : 5382, Leaving 10 Mm Gap For Thermal Expansion, (I) Single Socketed Pipes. 110 Mm Dia Pipes Dsr 12.41.2 51 Making Khurras 45X45 Cm With Average Minimum Thickness Of 5 Cm Cement Concrete 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate Of 20 Mm Nominal Size) Over P.V.C. Sheet 1 M X1 M X 400 Micron, Finished With 12 Mm Cement Plaster 1:3 (1 Cement : 3 Coarse Sand) And A Coat Of Neat Cement, Rounding The Edges And Making And Finishing The Outlet Complete. Dsr 12.22 52 Providing And Fixing Unplasticised -Pvc Pipe Clips Of Approved Design To Unplasticised Pvc Rain Water Pipes By Means Of 50X50X50 Mm Hard Wood Plugs, Screwed With M.S. Screws Of Required Length, Including Cutting Brick Work And Fixing In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) And Making Good The Wall Etc. Complete. 110 Mm Dsr 12.43.2 53 Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fittings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Engineer In Charge. Internal Work - Exposed On Wall 25 Mm Nominal Outer Dia Pipes Dsr 18.7.3 54 Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fittings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Engineer In Charge. Internal Work - Exposed On Wall 32 Mm Nominal Outer Dia Pipes Dsr 18.7.4 55 Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fittings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Engineer In Charge. Internal Work - Exposed On Wall 40 Mm Nominal Outer Dia Pipes Dsr 18.7.5 56 Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fittings, I/C Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement And The Cost Of Cutting Chases And Making Good The Same Including Testing Of Joints Complete As Per Direction Of Engineer In Charge. Concealed Work, Including Cutting Chases And Making Good The Walls Etc. 18.8.1 15 Mm Nominal Outer Dia Pipes Dsr 18.8.1 57 Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fittings, I/C Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement And The Cost Of Cutting Chases And Making Good The Same Including Testing Of Joints Complete As Per Direction Of Engineer In Charge. Concealed Work, Including Cutting Chases And Making Good The Walls Etc. 20 Mm Nominal Outer Dia Pipes Dsr 18.8.2 58 Providing And Fixing Uplasticised Pvc Connection Pipe With Brass Unions 15 Mm Nominal Bore Dsr 18.21.2.1 59 Providing And Fixing C.P. Brass Bib Cock Of Approved Quality Conforming To Is:8931 : 18.49.1 15 Mm Nominal Bore Dsr 18.49.1 60 Providing And Fixing C.P. Brass Long Nose Bib Cock Of Approved Quality Conforming To Is Standards And Weighing Not Less Than 810 Gms. 15 Mm Nominal Bore Dsr 18.50.1 61 Providing And Fixing C.P. Brass Angle Valve For Basin Mixer And Geyser Points Of Approved Quality Conforming To Is:8931 18.53.1 15Mm Nominal Bore Dsr 18.53.1 62 Providing And Fixing Gun Metal Gate Valve With C.I. Wheel Of Approved Quality (Screwed End) : 25 Mm Nominal Bore Dsr 18.17.1 63 Providing And Fixing Brass Stop Cock Of Approved Quality : 15 Mm Nominal Bore Dsr 18.16.1 64 Providing And Placing On Terrace (At All Floor Levels) Polyethylene Water Storage Tank Of Approved Brand And Manufacture With Cover And Suitable Locking Arrangement And Making Necessary Holes For Inlet, Outlet And Overflow Pipes But Without Fittings And The Base Support For Tank. Dsr 18.48 65 Excavating Trenches By Mechinical / Manual Means Of Required Width For Pipes, Cables, Etc Including Excavation For Sockets, And Dressing Of Sides, Ramming Of Bottoms, For All Depth, Including Getting Out The Excavated Soil, And Then Returning The Soil As Required, In Layers Not Exceeding 20 Cm In Depth, Including Consolidating Each Deposited Layer By Ramming, Watering, Etc. And Disposing Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M : All Kinds Of Soil,Pipes, Cables Etc. Exceeding 80 Mm Dia. But Not Exceeding 300 Mm Dia Dsr 2.10.1.2 66 Providing, Laying And Jointing Glazed Stoneware Pipes Class Sp-1 With Stiff Mixture Of Cement Mortar In The Proportion Of 1:1 (1 Cement : 1 Fine Sand) Including Testing Of Joints Etc. Complete : 19.1.1 100 Mm Diameter Dsr 19.1.1 67 Providing, Laying And Jointing Glazed Stoneware Pipes Class Sp-1 With Stiff Mixture Of Cement Mortar In The Proportion Of 1:1 (1 Cement : 1 Fine Sand) Including Testing Of Joints Etc. Complete 150 Mm Diameter Dsr 19.1.2 68 Providing And Laying Cement Concrete 1:5:10 (1 Cement : 5 Coarse Sand : 10 Graded Stone Aggregate 40 Mm Nominal Size) All-Round S.W. Pipes Including Bed Concrete As Per Standard Design : 19.2.1 100 Mm Diameter S.W. Pipe Dsr 19.2.1 69 Providing And Laying Cement Concrete 1:5:10 (1 Cement : 5 Coarse Sand : 10 Graded Stone Aggregate 40 Mm Nominal Size) All-Round S.W. Pipes Including Bed Concrete As Per Standard Design :150 Mm Diameter S.W. Pipe Dsr 19.2.2 70 Providing And Fixing Square-Mouth S.W. Gully Trap Class Sp-1 Complete With C.I. Grating Brick Masonry Chamber With Water Tight C.I. Cover With Frame Of 300 X300 Mm Size (Inside) The Weight Of Cover To Be Not Less Than 4.50 Kg And Frame To Be Not Less Than 2.70 Kg As Per Standard Design: With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation 7.5 Dsr 19.4.2.1 71 Constructing Brick Masonry Manhole In Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) With R.C.C. Top Slab With 1:2:4 Mix (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size), Foundation Concrete 1:4:8 Mix (1 Cement : 4 Coarse Sand : 8 Graded Stone Aggregate 40 Mm Nominal Size), Inside Plastering 12 Mm Thick With Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) Finished With Floating Coat Of Neat Cement And Making Channels In Cement Concrete 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size) Finished With A Floating Coat Of Neat Cement Complete As Per Standard Design : With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation 7.5 Dsr 19.7.1.1 72 Wiring For Light Point/ Fan Point/ Exhaust Fan Point/ Call Bell Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable In Surface / Recessed Medium Class Pvc Conduit, With Mdular Type Switch, Modular Plate, Suitable Gi Box And Earthing The Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable Etc. As Required. Group A Dsr 1.10.3 73 Wiring For Light/ Power Plug With 2X4 Sq. Mm Frls Pvc Insulated Copper Conductor Single Core Cable In Surface/ Recessed Medium Class Pvc Conduit Alongwith 1 No. 4 Sq. Mm Frls Pvc Insulated Copper Conductor Single Core Cable For Loop Earthing As Required. Dsr 1.12 74 Wiring For Circuit/ Submain Wiring Alongwith Earth Wire With The Following Sizes Of Frls Pvc Insulated Copper Conductor, Single Core Cable In Surface/ Recessed Medium Class Pvc Conduit As Required. 2 X 1.5 Sq. Mm + 1 X 1.5 Sq. Mm Earth Wire. Dsr 1.14.1 75 Wiring For Circuit/ Submain Wiring Alongwith Earth Wire With The Following Sizes Of Frls Pvc Insulated Copper Conductor, Single Core Cable In Surface/ Recessed Medium Class Pvc Conduit As Required. 2 X 2.5 Sq. Mm + 1X 2.5 Sq. Mm Earth Wire. Dsr 1.14.2 76 Wiring For Circuit/ Submain Wiring Alongwith Earth Wire With The Following Sizes Of Frls Pvc Insulated Copper Conductor, Single Core Cable In Surface/ Recessed Medium Class Pvc Conduit As Required. 2 X 6 Sq. Mm + 1 X 6 Sq. Mm Earth Wire. Dsr 1.14.4 77 Supplying And Fixing Metal Box Of 150 Mm X 75 Mm X 60 Mm Deep (Nominal Size) On Surface Or In Recess With Suitable Size Of Phenolic Laminated Sheet Cover In Front Including Providing And Fixing 3 Pin 5/6 A Socket Outlet And 5/6 A Piano Type Switch, Connections, Painting Etc. As Required. Dsr 1.29 78 Supplying And Fixing 20 Amps, 240 Volts, Spn, Industrial Type Socket Outlet, With 2 Poles And Earth Metal Enclosed Plug Top Along With 20 Amps. \C\ Curve, Sp Mcb In Sheet Steel Enclosure, On Surface Or In Recess, With Chained Metal Cover For The Socket Outlet, And Complete With Connections, Testing And Commissioning Etc. As Required. Dsr 2.18 79 Supply And Fixing Two Module Stepped Type Electronic Fan Regulator On The Existing Modular Plate Switch Box Including Connections But Excluding Modular Plate Etc. As Required. Dsr 1.25 80 Supply And Fixing Modular Blanking Plate On The Existing Modular Plate & Switch Box Excluding Modular Plate As Required. Dsr 1.26 81 Supply And Fixing Of Following Sizes Of Medium Class Pvc Conduit Along With Accessories In Surface/Recess Including Cutting The Wall And Making Good The Same In Case Of Recessed Conduit As Required : 20 Mm. Dsr 1.21.1 82 Supply And Fixing Of Following Sizes Of Medium Class Pvc Conduit Along With Accessories In Surface/Recess Including Cutting The Wall And Making Good The Same In Case Of Recessed Conduit As Required : 25 Mm. Dsr 1.21.2 83 Supply And Fixing Of Following Sizes Of Medium Class Pvc Conduit Along With Accessories In Surface/Recess Including Cutting The Wall And Making Good The Same In Case Of Recessed Conduit As Required : 32 Mm. Dsr 1.21.3 84 Supplying And Fixing 5 Amps. To 32 Amps. Rating, 240 Volts `C Series, Miniature Circuit Breaker (Mcb)Suitable For Inductive Load Of Following Poles In The Existing Mcb Db Complete With Connections, Testing And Commissioning Etc. As Required. Single Pole Dsr 2.10.1 85 Supplying & Fixing Single Pole, Blanking Plate In The Existing Mcb Db Complete Etc. As Required. Dsr 2.11 86 Supplying And Fixing Following Rating, Double Pole, 240 V, Isolator In The Existing Mcb Db Complete With Connections, Testing And Commissioning Etc. 40 Amps Dsr 2.12.1 87 Supplying And Fixing Following Way, Sp&N, Sheet Steel, Mcb Distribution Board, 240 V On Surface / Recess, Complete With Tinned Copper Bus Bar, Neutral Bus Bar, Earth Bar, Din Bar, Interconnections, Powder Painted Including Earthing Etc. As Required. (But Without Mcb / Rccb / Isolator). 6 Way, Double Door Dsr 2.3.1 88 Supplying And Fixing Following Way, Horizontal Type Tp&N, Sheet Steel Mcb Distribution Board, 415 V On Surface /Recess, Complete With Tinned Copper Bus Bar, Neutral Bus Bar, Earth Bar, Din Bar, Interconnections, Powder Painted Including Earthing Etc. As Required (But Without Mcb / Rccb / Isolators). 4 Way (4 + 12), Double Door Dsr 2.4.1 89 Earthing With Gi Earth Plate 600Mm X 600 Mm X 6Mm Thick Including Accessories And Providing Masonary Enclosure With Cover Plate Having Locking Arrangement And Watering Pipe Of 2.7 Metre Long Etc, With Charcoal/ Coke And Salt As Required. Dsr 5.4 90 Supplying And Laying 25 Mm X 5 Mm. G.I. Strip At 0.50 Metre Below Ground As Strip Earth Electrode, Including Connection/ Terminating With G.I. Nut, Bolt, Spring, Washer Etc. As Required. (Jointing Shall Be Done By Overlapping And With 2 Sets Of G.I. Nut Bolt & Spring Washer Spaced At 50Mm) Dsr 5.9 91 Providing And Fixing 25 Mm X 5 Mm G.I. Strip In 40 Mm Dia G.I. Pipe From Earth Electrode Including Connection With G.I. Nut, Bolt, Spring, Washer Excavation And Re-Filling Etc. As Required. Dsr 5.11 92 Providing And Fixing 25Mm X 5 Mm G.I Strip On Surface Or In Recess For Connections Etc. As Required. Dsr 5.15 93 Providing And Fixing M.V. Danger Notice Plate Of 200Mmx150Mm Made Of Mild Steel, Atleast 2Mm Thick And Vitreous Enamelled White On Both Sides And With Inscription Single Red Colour On Frlsont Side As Required. Dsr 2.21 94 Providing And Fixing Circular/ Hexagonal Cast Iron Or M.S. Sheet Box For Ceiling Fan Clamp, Of Internal Dia 140 Mm, 73 Mm Height, Top Lid Of 1.5 Mm Thick M.S. Sheet With Its Top Surface Hacked For Proper Bonding, Top Lid Shall Be Screwed Into The Cast Iron/ M.S. Sheet Box By Means Of 3.3 Mm Dia Round Headed Screws, One Lock At The Corners. Clamp Shall Be Made Of 12 Mm Dia M.S. Bar Bent To Shape As Per Standard Drawing. Dsr Civil 10.18 95 Supplying And Fixing Following Modular Switch/ Socket On The Existing Modular Plate & Switch Box Including Connections Butexcluding Modular Plate Etc. As Required. 5/6 A Switch Dsr 1.24.1 96 Supplying And Fixing Following Modular Switch/ Socket On The Existing Modular Plate & Switch Box Including Connections Butexcluding Modular Plate Etc. As Required. 3 Pin 5/6 A Socket Outlet Dsr 1.24.4 97 Supplying And Fixing Following Size/ Modules, Gi Box Alongwith Modular Base & Cover Plate For Modular Switches In Recess Etc. As Required. 1 Or 2 Module (75Mmx75Mm) Dsr 1.27.1 98 Installation, Testing And Commissioning Of Pre-Wired, Flourescent Fitting / Compact Fluorescent Fitting Of All Types, Complete With All Accessories And Tubes Etc. Directly On Ceiling / Wall, Including Connection With 1.5 Sq. Mm. Frls Pvc Insulated, Copper Conductor, Single Core Cable And Earthing Etc. As Required. Dsr 1.41 99 Installation, Testing And Commissioning Of Ceiling Fan Including Wiring The Down Rod Of Standard Length (Upto 30 Cm.) With 1.5 Sq. Mm. Frls Pvc Insulated, Copper Conductor, Single Core Cable, Including Providing And Fixing Phenolic Laminated Sheet Cover On The Fan Box Etc. As Required. Dsr 1.45 100 Supply, Installation, Testing And Commissioning Of 1200 Mm Sweep, Bee 5 Star Rated, Ceiling Fan With Brush Less Direct Current (Bldc) Motor, Class Of Insulation: B, 3 Nos. Blades, 30 Cm Long Down Rod, 2 Nos. Canopies, Shackle Kit, Safety Rope, Copper Winding, Power Factor Not Less Than 0.9, Service Value (Cmm/W) Minimum 6.85, Air Delivery Minimum 215 Cmm, 350 Rpm (Tolerance As Per Is : 374-2019), Thd Less Than 10%, Remote Or Electronic Regulator Unit For Speed Control And All Remaining Accessories Including Safety Pin, Nut Bolts, Washers, Temperature Rise=75 Degree C (Max.), Insulation Resistance More Than 2 Mega Ohm, Suitable For 230 V, 50 Hz, Single Phase Ac Supply, Earthing Etc. Complete As Required. Dsr 19.1 101 Supply Of Led Tube Light With Metal Heavy Duty Box Type Batten Light Fitting 2X22 Watt Suitable For Upto 2X22 Watt Led Polycarbonate Tube Light Complete Including Tube Suitable For Both Surface & Suspended Complete In All Respect. Mr 102 Supply Of Recess/Surface Mounting Round 10 W To 15 W Led Cut Out Min 125 Mm, Height Min. 40Mm, Led Down Lighiter Having Powder Coated Die Cast Aluminium Housing With Heat Shink,Diffuser/Reflector And Driver Set. Suitable For 24Hr Continuous Operation, Complete In All Respect. Mr 103 Supply And Laying Of Aluminium Conductor Pvc Insulated Armoured Served Sheathed Cables 1100 Volts Grade At A Depth Of 750 Mm Below Ground Level Over A Cushion Of 75 Mm. Thick Sand All Around And Protected With Burnt Bricks On Sides And On Top. On Surface The Cable Run Shall Be Fixed On M.S. Clamps Etc. Of Suitable Size Or As Directed By The Engineer-Incharge, Complete In All Respect. The Armouring Of The Cable Shall Be Properly Connected With The Earth Conductor By Clamps Etc. 16 Sq. Mm 4 Core Mr 104 Supply And Laying Of Aluminium Conductor Pvc Insulated Armoured Served Sheathed Cables 1100 Volts Grade At A Depth Of 750 Mm Below Ground Level Over A Cushion Of 75 Mm. Thick Sand All Around And Protected With Burnt Bricks On Sides And On Top. On Surface The Cable Run Shall Be Fixed On M.S. Clamps Etc. Of Suitable Size Or As Directed By The Engineer-Incharge, Complete In All Respect. The Armouring Of The Cable Shall Be Properly Connected With The Earth Conductor By Clamps Etc. 35 Sq. Mm 3-1/2 Core Mr 105 Supplying And Making End Termination With Brass Compression Gland And Aluminium Lugs For Following Size Of Pvc Insulated And Pvc Sheathed / Xlpe Aluminium Conductor Cable Of 1.1 Kv Grade As Required. 16 Sq. Mm 4 Core Dsr 9.1.33 106 Supplying And Making End Termination With Brass Compression Gland And Aluminium Lugs For Following Size Of Pvc Insulated And Pvc Sheathed / Xlpe Aluminium Conductor Cable Of 1.1 Kv Grade As Required. 3½ X 35 Sq. Mm (35Mm) Dsr 9.1.21 107 Brick Work With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class-150 In Foundation And Plinth In: Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) Dsr 6.1.1 108 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For Slab Dsr 5.9.20 109 Cement Plaster 1:3 (1 Cement: 3 Coarse Sand) Finished With A Floating Coat Of Neat Cement. 20Mm Thick Dsr 13.9.2 110 Cement Concrete Flooring 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate) Finished With A Floating Coat Of Neat Cement, Including Cement Slurry, But Excluding The Cost Of Nosing Of Steps Etc. Complete. 40 Mm Thick With 20 Mm Nominal Size Stone Aggregate Dsr 11.3.1 111 Providing M.S. Foot Rests Including Fixing In Tank With 20X20X10 Cm Cement Concrete Blocks 1:3:6 (1 Cement:3 Coarse Sand :6Graded Stone Aggregate 20 Mm Nominal Size) As Per Standard Design With 20X20 Mm Square Bar Dsr 19.15.1 112 500 Mm Diameter C.I. Cover (Medium Duty) The Cover To Be Not Less Than 58 Kg Dsr 19.18.2 113 C.I. Plain Bend (Dsr 17.39.1.2) Dsr 17.39.1.2 114 Making Soak Pit 2.5 M Diameter 3.0 Metre Deep With 45 X 45 Cm Dry Brick Honey Comb Shaft With Bricks And S.W. Drain Pipe 100 Mm Diameter, 1.8 M Long Complete As Per Standard Design. With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation 7.5 (Dsr 19.32.1) Dsr 19.32.1 115 Providing And Fixing Precast Rcc Garden Benches With Hand Rest, Each Bench Consists Of 2Nos. L-Shape Base Support In Grey Cement Colour Of Size 80Mm X 450Mm X 890 Mm And Base Width 690Mm, 1 No. Rcc Plank In Red Colour Of Size 1500Mm X 400Mm X 50Mm, And 1 No. Rcc Plank In Red Colour Of Size 1500Mm X 425Mm X 50Mm. Seating Length Of The Bench Is 1500Mm, Seating Height Of The Bench Is 450Mm And Total Height Of The Bench Is 1000Mm As Per Drawing Attached, Finishing Etc Complete And As Per The Direction Of Engineer-In-Charge. Mr 116 Supplying, Assembling, Lowering And Fixing In Vertical Position In Bore Well, Unplasticized Pvc Medium Well Casing (Cm) Pipe Of Required Dia, Conforming To Is: 12818, Including Required Hire And Labour Charges, Fittings & Accessories Etc. All Complete, For All Depths, As Per Direction Of Engineer -In-Charge. (I) 110 Mm Nominal Size Dia (Dsr 23.3.1) 117 Supplying, Assembling, Lowering And Fixing In Vertical Position In Bore Well Unplasticized Pvc Medium Well Screen (Rms) Pipes With Ribs, Conforming To Is: 12818, Including Hire & Labour Charges, Fittings & Accessories Etc. All Complete, For All Depths, As Per Direction Of Engineer-In-Charge. (I) 110 Mm Nominal Size Dia. (Dsr 23.4.1) 118 Supplying, Filling, Spreading & Leveling Coarse Sand Of Size Range 1.5 Mm To 2 Mm In Recharge Pit, In Required Thickness Over Gravel Layer, For All Leads & Lifts, All Complete As Per Direction Of Engineer -Incharge. (Dsr 23.7) 119 Providing And Fixing Suitable Size Threaded Mild Steel Cap Or Spot Welded Plate To The Top Of Bore Well Housing/ Casing Pipe, Removable As Per Requirement, All Complete For Borewell Of: 100 Mm Dia (Dsr 23.13.1) 120 Providing And Fixing G.I. Pipes Complete With G.I. Fittings Including Trenching And Refilling Etc. 32 Mm Dia Nominal Bore (Dsr 18.12.4) 121 Providing And Fixing M.S. Clamp Of Required Dia To The Top Of Casing/ Housing Pipe Of Tubewell As Per Is: 2800 (Part I), Including Necessary Bolts & Nuts Of Required Size Complete. 100 Mm Clamp (Dsr 23.14.1) 122 Providing And Fixing Bail Plug/ Bottom Plug Of Required Dia To The Bottom Of Pipe Assembly Of Tubewell As Per Is:2800 (Part I). 100 Mm Clamp (Dsr 23.15.1) 123 S/F 1.5 H.P. Submersible Pump With Control Pannel, Cable, Columnpipe And All Accessories Complete. Mr 124 S/F Of Finolex Of Copper Cable Isi Marked Submersible Cable Size 4Sqm 4Core. Mr 125 Excavation Work By Mechanical Means (Hydraulic Excavator)/ Manual Means In Foundation Trenches Or Drains (Not Exceeding 1.5M In Width Or 10 Sqm On Plan), Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M, Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soils As Directed, Within A Lead Of 50 M. Dsr 2.9.1 126 Stone Work (Machine Cut Edges) For Wall Lining Etc. (Veneer Work) Upto 10 Metre Height, Backing Filled With A Grout Of Average 12 Mm Thick Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) Including Pointing In White Cement Mortar 1:2 (1 White Cement : 2 Stone Dust) With An Admixture Of Pigment Matching The Stone Shade : (To Be Secured To The Backing And The Sides By Means Of Cramps And Pins Which Shall Be Paid For Separately) : Red Sand Stone - Exposed Face Fine Dressed With Rough Backing. 30 Mm Thick Dsr 8.14.1.5 127 Providing And Fixing Stainless Steel Cramps Of Required Size And Shape For Anchoring Stone Wall Lining To The Backing Or Securing Adjacent Stones In Stone Wall Lining In Cement Mortar 1:2 (1 Cement : 2 Coarse Sand), Including Making The Necessary Chases In Stone And Holes In Walls Wherever Required. Dsr 8.15 128 Providing And Fixing Copper Pins 7.5 Cm Long 6 Mm Diameter For Securing Adjacent Stones In Stone Wall Lining In Cement Mortar 1:2 (1 Cement : 2 Coarse Sand), Including Making The Necessary Chases. Dsr 8.16 129 Providing And Fixing 18 Mm Thick Gang Saw Cut, Mirror Polished,Premoulded And Prepolished, Machine Cut For Kitchen Platforms, Vanitycounters, Window Sills , Facias And Similar Locations Of Required Size, Approved Shade, Colour And Texture Laid Over 20 Mm Thick Base Cementmortar 1:4 (1 Cement : 4 Coarse Sand), Joints Treated With White Cement,Mixed With Matching Pigment, Epoxy Touch Ups, Including Rubbing, Curing,Moulding And Polishing To Edges To Give High Gloss Finish Etc. Complete At All Levels.Area Of Slab Over 0.50 Sqm (Granite Of Any Shade) Dsr 8.2.2.2 130 Cost Of Stone Writing. Mr 131 S/F Of Decorative 8To 16 Watt Led Bollard Luminaire With Driver Set Confirming To Ip 65 Protection Complete In All Respect. Mr 132 S/F Of Factory Wired Led Flood Light Luminaries With Die Cast Aluminium Housing Built With Driver Set Suitable For 40To50Watt Confirming T Ip 65/66 Protection Complete In All Respect. Mr 133 Preparation And Consolidation Of Sub Grade With Power Road Roller Of 8 To 12 Tonne Capacity After Excavating Earth To An Average Of 22.5 Cm Depth, Dressing To Camber And Consolidating With Road Roller Including Making Good The Undulations Etc. And Re-Rolling The Sub Grade And Disposal Of Surplus Earthwith Lead Upto 50 Metres. Dsr 16.1 134 Providing And Laying Factory Made Chamfered Edge Cement Concrete Paver Blocks In Footpath, Parks, Lawns, Drive Ways Or Light Traffic Parking Etc, Of Required Strength, Thickness & Size/ Shape, Made By Table Vibratory Method Using Pu Mould, Laid In Required Colour & Pattern Over 50Mm Thick Compacted Bed Of Sand, Compacting And Proper Embedding/Laying Of Inter Locking Paver Blocks Into The Sand Bedding Layer Through Vibratory Compaction By Using Plate Vibrator, Filling The Joints With Sand And Cutting Of Paver Blocks As Per Required Size And Pattern, Finishing And Sweeping Extra Sand. Complete All As Per Direction Of Engineer-In-Charge. 80 Mm Thick C.C. Paver Block Of M-30 Grade With Approved Color Design And Pattern. Dsr 16.91.2 135 Providing And Laying At Or Near Ground Level Factory Made Kerb Stone Of M-25 Grade Cement Concrete In Position To The Required Line, Level And Curvature, Jointed With Cement Mortar 1:3 (1 Cement: 3 Coarse Sand), Including Making Joints With Or Without Grooves (Thickness Of Joints Except At Sharp Curve Shall Not To More Than 5 Mm), Including Making Drainage Opening Wherever Required Complete Etc. As Per Direction Of Engineerin- Charge (Length Of Finished Kerb Edging Shall Be Measured To Calculate Volume For Payment). (Precast C.C. Kerb Stone Shall Be Approved By Engineer-In-Charge). Dsr 16.69 136 Trenching In Ordinary Soil Up To A Depth Of 60 Cm Including Removal And Stacking Of Serviceable Materials And Then Disposing Of Surplus Soil, By Spreading And Neatly Leveling Within A Lead Of 50 M And Making Up The Trenched Area To Proper Levels By Filling With Earth Or Earth Mixed With Sludge Or/And Manure Before And After Flooding Trench With Water (Excluding Cost Of Imported Earth, Sludge Or Manure). Dsr-2020 (H &L) 137 Supplying And Stacking Of Good Earth At Site Including Royalty But Including Carriage 1Km (Earth Measusred In Stacks Will Be Reduced By 20% For Payment). Dsr-2020 (H &L) 138 Supplying And Stacking At Site Dump Manure From Approved Source, Including Carriage Up To 1 Km (Manure Measured In Stacks Will Be Reduced By 8% For Payment) : Screened Through Sieve Of I.S. Designation 16 Mm Dsr-2020 (H &L) 139 Mixing Earth And Sludge Or Manure In The Required Proportion Specified Or Directed By The Officer-In-Charge.. Dsr-2020 (H &L) 140 Spreading Of Sludge, Dump Manure And/Or Good Earth In Required Thickness As Per Direction Of Officer-In-Charge (Cost Of Sludge, Dump Manure And/ Or Good Earth To Be Paid Separately). Dsr-2020 (H &L) 141 Rough Dressing The Trenched Ground Including Breaking The Clods. Dsr-2020 (H &L) 142 Fine Dressing The Ground Dsr-2020(H &L) 143 Digging Holes In Ordinary Soil And Refilling The Same With The Excavated Earth Mixed With Manure Or Sludge In The Ratio Of 2:1 By Volume (2 Parts Of Stacked Volume Of Earth After Reduction By 20% : 1 Part Of Stacked Volume Of Manure After Reduction By 8%) Flooding With Water, Dressing Including Removal Of Rubbish And Surplus Earth, If Any, With All Leads And Lifts (Cost Of Manure, Sludge Or Extra Good Earth If Needed To Be Paid For Separately) :Holes 90 Cm Dia, And 90 Cm Deep Dsr-2020 (H &L) 144 Preparation Of Beds For Hedging And Shrubbery By Excavating 60 Cmdeep And Trenching The Excavated Base To A Further Depth Of 30 Cm, Refilling The Excavated Earth After Breaking Clods And Mixing With Sludge Or Manure In The Ratio Of 8:1 (8 Parts Of Stacked Volume Of Earth After Reduction By 20% : One Part Of Stacked Volume Of Sludge Or Manure After Reduction By 8%), Flooding With Water, Filling With Earth If Necessary, Watering And Finally Fine Dressing, Leveling Etc. Including Stacking And Disposal Of Materials Declared Unserviceable And Surplus Earth By Spreading And Leveling As Directed, Within A Lead Of 50 M, Lift Up To 1.5 M Complete (Cost Of Sludge, Manure Or Extra Earth To Be Paid For Separately). Dsr-2020 (H &L) 145 Providing And Stacking Of Hamelia (10X10X600Mm) As Per Direction Of The Officer-In-Charge. Mr 146 Providing And Stacking Of Casurina Topiary (300X300X1800Mm) As Per Direction Of The Officer-In-Charge. Mr 147 Providing And Stacking Of Plumeria Alba Bushy (300X300X2400Mm ) As Per Direction Of The Officer-In-Charge. Mr 148 Providing And Stacking Of Ground Cover Grass As Per Direction Of The Officer-In-Charge. Mr
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Boards / Undertakings / PSU No of Bidders 2
Uttar Pradesh View Result →
6.
Defence #11104420 AOC
Tender For Repairs / Re-Novation Of Ofti And Ofti Work Shop Buildings Inside Factory Area At Ofmk.; 1 Site clearence 2 FELLING OF TREE: Felling of tree exc.30 cm and not exc.100 cm girth including cutting of trunk and branches and stacking of serviceable material and disposal of unserviceable material to a distance n exc. 50m and clearing site 3 GRUBBING UP TREE TRUNK : Grubbing up tree trunk of girth exceeding 100 mm and not exceeding 150 mm, including cutting of trunk portion protruding over ground, digging out roots, filling holes and levelling off ground, stacking of serviceable materials and removing of unserviceable materials to a distance n. exc. 50 m and clearing site. 4 Demolition of cement concrete of any description and in any position not otherwise specifically provided for.Complete all as specified directed. 5 Demolition of Brickwork or stone/ boulder masonry, built in cement mortar or cement lime mortar. Complete all as specified directed. 6 Roughening of surfaces of old concrete floor by picking, sweeping clean and washing down with water to remove dust, etc. Complete all as specified directed. 7 Dismantling floor,heartor wall tiling including cement mortar bedding but nor baking removing serviceable tiles to stores and rubbish off the premises.Complete all as specified directed and directed. 8 Taking down : Taking downcement or cement lime plaster, any description on brick or stone walls, etc.including raking out joints, hacking for key, scrubbing down with water, etc. 9 Removing building materials etc.other than spoilupto a distance of 1.0 Km, including loading, unloading and stacking at the destination. 10 Brick work with sub class ‘B’ bricks straight or curved in plan with 1:6 cement mortar.Complete all as specified and directed. 11 Stone Masonry : Walling of Squared Rubble regular coursed Stonemasonry, well bonded, bedded and solidly hearted built in with 1:6 cement mortar, Complete in all respects as specified and directed. 12 Damp proof course to horizontal or vertical surfaces In cement concrete 1:2:4, type B-0, 40 mm thickincluding necessary formwork . 13 Flush Pointing with 1:4 cement mortar to square rubble, coursed, well bonded and solidly hearted built in cement mortar as directed. 14 Vitrified tiles : Supply and laying of Light shade vitrified tiles 10 mm thick (Square/Rectangle) polished , area of each tile not exceeding 0.36 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match. Floor tile finishglossy/mat/ antiskid will be as decided by EIC. Complete all as specified and directed . Make : Johnson, Orient bell, AGL as approved by EIC. 15 GRANITE : S&F Granite 25 mm thk (of any type) work (table rubbed and polished) in steps, jambs, pillars, window-cills, cooking platforms and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite. Complete all as specified and directed. 16 FLOOR TILING :Supply & fixing Coloured non skid ceramic tiles in flooring, 7 to 8 mm thick area of each tile exceeding 0.06 Sqm but not exceeding 0.11 Sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match all as specified and directed. Make: Johnson/ Kajarai/ Orient Bell 17 SCREED BED : Screed bed or bedding layer of mortar 15 mm thick for laying floor finishes with cement mortar 1:6. Complete all as specified and directed. 18 Plastering : Rendering of 10mm thick plastering with 1:6 cement mortar on fair faces of brick work or concrete surfaces. Complete in all respects as specified and directed. 19 Rounding to edges of stone slabs / granite one edge,such as in steps, cooking platform, and other similar situations. Complete all as specified and directed. 20 Dismantling of Wall and ceiling boards (fibre, pulp, insulation, etc.) or insulation boards/slabs/ blankets, any thickness, including cover fillets etc. complete as directed by EIC. 21 Taking down wooden wall panelling of any description and similar work as directed. 22 Snap grid : Supply and fixing of 605x605 mm snap gridGl frame work for seamless ceiling comprising of Gl perimeter channnel 0.55 mm thick with two unequal flanges of 20 and 30 mm and web of 27 mm fixed to surrounding wall using nylon sleeves and screws at 450 mm centre to centre/intermediate channel 0.9 mm thick having two equal flanges of 15 mm each and web of 45 mm suspended from soffit at approx 900 mm centre to centre with Gl cleat and steel expansion fasteners withand including ceiling section (not exc 1.2 m length) of 0.55 mm thickness having kurled web of 50 mm and flange of 26 mm each with lips of 10.5 mm fixed to the intermediatechannel with connecting clips across the intermediatechannel at 457 mm centre to centre. Complete all as specifiedand directed, Make : Armstrong 23 Supply and fixing of Hangers 6 mm dia. G.I. (upto 1200mm length) adjusting level fixed to roof slabs by means of ceilling cleats made out of G.I. flat 40 x 3 mm size 60mm long and expansion hold fasteners 12.5mm dia. 40mm long complete all as specified. 24 POP ceiling : Providing 10 mm thick plaster of Paris(gypsum anhydrous) ceiling up to a height of 5 m above floor level, over first class kail wood strips 25x6 mmwith 10 mm gap in between and reinforced with rabbit wire mesh fixed to wooden frame (frame work to be paid separately). Complete all as specifiedand directed, Make : Armstrong 25 Ceiling board : (M&L) S&F Exposed metal frame ceiling with calcium silicate boardof siliceous and calcareous material reinforced with cellulose fibre / PVC laminated gypsum tiles with MPL film on rear side, 8 mm thk.for fixing in 600 mm x 600mm grid,Make: Gyproc/ La gyp 26 Door shutter repair : Taking down door shutter of any description exc. 1 sqm and not exc. 2 sqmand repairing and adjusting to the required size including fixing builders hard ware and refixing to the same opening. complete all as specified and directed. 27 Dismantlingof structural steel work including doors, gates, but excluding framed truss etc. Complete all as specified directed. 28 UPVC window / Ventelator : Supply and fixing factory made UPVC white colour fixed glazed window/ventilator made of (small series) frame 47 x 50 mm mullion 47 x 68 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension . Complete all as specified and directed. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, 29 UPVC window : Three track three panels sliding window with fly proofS.S wire mesh (Two nos. glazed & one no. wire meshpanels) upto 1.50m height made of (big series) frame116 x 45 mm & sash 46 x 62 mm both having wallthickness of 2.3 ± 0.2 mm and single glazing bead /double glazing bead of appropriate dimension. (Areaof window above 1.75 sqm) comprising of uPVC multi-chambered frame, with inbuilt roller track and sashextruded profiles duly reinforced with 1.60 ± 0.2 mmthick galvanized mild steel section made from rollforming process of required length (shape & sizeaccording to uPVC profile), appropriate dimensionof uPVC extruded glazing beads and uPVC extrudedinterlocks, EPDM gasket, wool pile, zinc alloy (whitepowder coated) touch locks with hook, zinc alloy bodywith single nylon rollers (weight bearing capacity tobe 40 kg), G.I fasteners 100 x 8 mm size for fixingframe to finished wall and necessary stainless steelscrews etc. Profile of frame & sash shall be mitred cutand fusion welded at all corners, including drillingof holes for fixing hardwares and drainage of wateretc. After fixing frame the gap between frame andadjacent finished wall shall be filled with weatherproof silicon sealent over backer rod of required sizeand of approved quality, complete all as specified anddirected by Engineer-in-Charge. 30 UPVC door : Supply and fixing factory made uPVC white colour Three track three panels sliding door with fly proofS.S. wire mesh (Two nos. glazed & one no. wire meshpanels) made of (big series) frame 116 x 45 mm & sash46 x 82 mm both having wall thickness of 2.3+ 0.2 mm and single glazing bead/ double glazingbead of appropriate dimension. (Area of door above2.00 sqm upto 5.00 sqm) comprising of uPVCchambered frame, with in-built roller track and sashextruded profiles duly reinforced with 1.60 + 0.2 mmthick galvanized mild steel section made from rollforming process of required length (shape & sizeaccording to uPVC profile), appropriate dimensionuPVC extruded glazing beads, uPVC extrudedinterlock and uPVC extruded Inline sash adaptor (ifrequired), EPDM gasket, wool pile, zinc alloy (whitepowder coated) handle with key on one side of extremepanels along with zinc plated mild steel multi pointlocking having transmission gear with keeps, zincalloy (white powder coated) cresent lock (if required).stainless steel (SS 304 grade) body with adjustabledouble nylon rollers (weight bearing capacity to be120 kg), G.I fastener 100 x 8 mm size for fixing frameto finished wall and necessary stainless steel screwsetc. Profile of frame & sash shall be mitred cut andfusion welded at all corners, including drilling ofholes for fixing hardwares and drainage of water etc.After fixing frame the gap between frame and adjacentfinished wall shall be filled with weather proof siliconsealent over backer rod of required size and ofapproved quality, complete all as specified anddirectd. 31 steel wire cloth : Supplying and Fixing in repairs stainless steel wire cloth0.36mm nominal dia.(Guage 28) of wire and width of aperture 1.4mm to wooden / steel doors/ windows, including fixing with and necessary screws, nut bolts,nails and removal of existing damaged cloth etc., complete all as specified and directed 32 Sheet glass : Supply and fixing of Sheet glass, ordinary quality 4.0 mm thick and glazing with oil putty in squareexc 0.5 sq. m in each pane. Complete all as specified and directed by EIC. 33 Sheet glass : Supply and fixing of Sheet glass, ordinary quality 4.8 mm thick and glazing with oil putty in squareexc 0.5 sq. m in each pane. Complete all as specified and directed by EIC. 34 Wooden Wall panelling : S & F of Prelaminated particle board18/19 mm thick, interior grade, prelaminated one side with decorative choice lamination & other side balancing white lamination, fixed with screws to timber frame work. Complete as specified and directed at site. 35 Wooden panelling frame work : S&F of battens frame work using wooden clean sawn 2nd class soft wood battens of cross sectional area exc. 15 & not exc. 25 sq.cm at a spacing of 35 centres. Complete as specified and directed at site. 36 PCC paving : PCC 1:4:8 in floors/ pavingoftype D-2, 1:4:8 with 40mm graded aggregate,100 mm thick.Complete all as specified and directed. 37 Earth work in excavation in all kind of soils by mechanical means (Hydraulic excavator) means over areas exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-in-charge 38 Soling (or sub base) of spread thickness 150 mm with broken boulders or quarried stone, inter sticesfilled, surface formed and rolled and consolidated torequired gradient and camber. Complete all as specified and directed. 39 Hard core with broken stone/boulders of gauge not exc. 63mm, deposited, spread leveled in layers not exceeding 15 cm thick, and watered consolidated to required gradient & camber including watering. Complete all as specified and directed. 40 Moorum filling in floors or pavings laid in layers not exe. 15cm thick , spread leveled and rammed including watering. Complete all as specified and directed 41 Stone sett flooring (M&L) with stone setts of size 200 to 250mm long, 150 to 200mm wide and 150mm deep and sides dressed; bedded in cement mortar 1:3, joints 20mm thick; grouted in cement mortar 1:2 with an admixture of metallic floor hardner 5% by weight of cement and struck flush. Complete all as specified and directed. 42 Edge stones to flooring (M&L) with stone setts of size 250 to 300mm long x l50 to 200mm wide, and 450mm deep and and sides dressed; bedded in cement mortar 1:3, joints 20mm thick; grouted in cement mortar 1:2 with an admixture of metallic floor hardner 5% by weight of cement and struck flush. Complete all as specified and directed. 43 PCC paving : PCC 1:2:4 in floors/ pavingoftype B-2, with 40mm graded aggregate, 100 mm thick. Including finishing concrete surface even and smooth surface without using extra cement.Complete all as specified and directed. 44 Wearproof topping 20 mm thick using CC 1:2:4, as specified incorporating an approved metallic floor hardner), laid on concrete floors and pavings, and finished even and smooth (except metallic hardner). Complete all as specified and directed. 45 Supply of metalic floor hardener 46 Surface excavation not exceeding 30 cm deepand averaging 20 cm deep in hard / dense soil and getting out. Complete all as specified and directed 47 PCC FLOORING : Cement concrete of 100 mm thickness in floors, sub-floors, sub-bases, pavings etc. oftype B-1, 1:2:4 (20 mm graded aggregate) 48 Smoth finish : Finishing cement concrete surface even and smooth using extra cement. 49 CC Paver blocks : S&F of Machine pressed precastconcrete interlocking paver block any shape and sizeconfirming to IS 15658-2006 of 60 mm thickness, M-35Grade with grey cement & pigment (Coloured)Complete all as specified and directed. 50 CC chequered tiles :S&F of cement concrete chequered tiles with grey pigment cement and pigments(Coloured tiles) for pavements. size of tile 20cm x20cm x 25mm thick, set, jointed and pointed in neat cement slurry in floors.Complete all as specified and directed. 51 PCC paving : PCC 1:3:6 in floors/ pavingof type C-2, with 40mm graded aggregate, 100 mm thick.Complete all as specified and directed. 52 Forming 12mm thick Expansion joints for 100 thick slabsfilled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘A. ’ Complete all as specified and directed. 53 Structural steel (S&F) : Structural steel work confirming to Fe-410 W (Gde-E-250) quality-A Framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled forfixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete, including application of one coat of Zinc chromate primer paint .Make:TATA, Jindal 54 Structural steel (S&F) : Structural steel work Roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc. Steel confirming to Fe410W (Gde E-250 quality A). Make : TATA, Jindal, Complete all as specified directed. 55 Structural steel (S&F) : Mild steel bolts. purpose made. of dia. of neck n.exc. 12 mm with hexagonal orsquare head one end and screwed the other, or screwed both ends; each screwed end to be fitted with washers and one hexagonal or square nut. exc 30cm long. Complete all as specified directed. 56 Roofing sheet : Supply and fixing of pre painted galvalume aluminium zinc coating GI basedcorrugated/ trapezoidal profile roofing sheets of thickness 0.5 mm having tensile strength of 550Mpa as in roof covering / cladding to wall with self tapping screws etc. Make : TATA / Jindal /Essar. Complete all as specified and directed. 57 Supply only of liquid water proofing compound for incorporating concrete.Make. Fosrac, BASF, SIKA 58 PCC : Providing, cement concrete Type B1 1:2:4 (20 mm graded aggregate)in in lintels upto 1.5m clearspan, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs not provided for in Item 04028, water troughs and the like including weathering, slightly rounded or chamfered angles and throating. complete as specified and directed. 59 Kerb stone : Providing precast cement concrete using Type-B1, 1:2:4 20 mm graded aggregatein window or doorcills, lintels, bressumers, steps, quoin blocks (for use with ma- sonry), string courses, copings. kneelers, apex stones, pier caps, columns, posts, boundary pillars, bed plates, pintle blocks, anchorage blocks, bonders (for stone walling). corbels, brackets,etc. with plain fair faces, including chamfers, weatherings, throat- ing etc. and setting in mortar 1:4. Complete with joints to match . Complete all as specified and directed. 60 PCC : Providing, cement concrete Type B1 1:2:4 (20 mm graded aggregate)in roofkerbs or mud stops, rounded orchamfered on edges.complete as specified and directed. 61 PCC : Plain Cement Concrete (1:2:4) Type B2 using 40 mm graded aggregate in foundations, floors, filling and mass concrete, Complete all as specified and directed . 62 RCC : Reinforced cement concrete (Type B1, 1:2:4 with 20 mm aggregates) in columns, pillars, piers, posts etc. Complete all as specified and directed. 63 REINFORCEMENT : Mild steel(TMT) bars 10 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips. Complete all as specified and directed. . 64 CEMENT CONCRETE BEDDING (M&L) : Providig Cement concrete bedding for Drain Pipes of internal dia 100 mm with PCC 1:4:8, type D2 including forming cradles etc. Thickness of PCC bed is 100 mm and width 400 mm complete all as specified and directed. 65 SWG PIPE : Supply & fixing of 100 mm dia Salt Glazed Stoneware drain pipes Grade A, including laying in proper slopes, including jointing with cement and jute complete all as specified and directed. 66 CEMENT CONCRETE BEDDING (M&L) : Providig Cement concrete bedding for Drain Pipes of internal dia 150 mm with PCC 1:4:8, type D2 including forming cradles etc. Thickness of PCC bed is 100 mm and width 400 mm complete all as specified and directed. 67 SWG PIPE : Supply & fixing of 150 mm dia Salt Glazed Stoneware drain pipeslaid in trenches including laying in proper slopes, including jointing with cement and jute complete all as specified and directed. 68 Earth work in excavation of all kind of soils by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. Complete all as specified and directed . 69 Returning, filling in of excavated soils, including spreading, levelling, watering and well ramming in layersnot exc 25 cm. 70 PVC PIPE : Supply and Fixing of 75 mm dia PVC (SWR) pipes single socketed, in any length with rubber ring joints laid or fixed to walls including necessary jointin with connected accessories like T, Y junctions, sockets, bends etc. complete all as directed. Make: Sudhakar/ Nandi/ Supreme. 71 PVC PIPE : Supply and Fixing of 110 mm dia PVC (SWR) pipes single socketed, in any length with rubber ring joints fixed to walls including necessary jointin with connected accessories like T, Y junctions, sockets, bends etc. complete all as directed. Make: Sudhakar/ Nandi/ Supreme. 72 Cutting chases in brick wall, pinning in. making good to facings where required and pointing in cement mortar 1:3 to ends or edges of landings, steps, cills, sunshades, shelves, lintels, etc.; and cutting chases for concealed water tubing or concealed conduit iring, etc., and making good, cutting not exc 10 cm girth. Complete all as specified and directed. 73 Form work to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter flat surfaces. Complete all as specified and directed. 74 S & F ofG.I. Tubes of Size 40 mm dia, medium grade including all fittings to walls and ceilings or in floors/trenches. 75 S & F ofG.I. Tubes of Size 25 mm dia, medium grade including all fittings to walls and ceilings or in floors/trenches. 76 S & F ofG.I. Tubes of Size 1/2‘’(15 mm), medium grade including all fittings to walls and ceilings or in floors/trenches. 77 Supply & Fixing Rotational moulded polyethylene water storage tanks (PVC cylindrical vertical with closed top) hoisted and fixed in position 1000 lit capacity. make : Syntex 78 BALL VALVES : 25 mm Ball brass valves, high pressure, with polythene float and flynut complete, screwed for iron pipe or brass ferrule and fixed. Complete all as specified and directed. 79 NAHANI TRAPS : Supply & Fixing ofCI Nahani traps 100mm with grating including jointing to went pipe with CC 1:2:4complete all as specified and directed at site. 80 GULLY TRAP : M&L for PVC/SWR gully traps, of size 125 mm x 110 mm all as directed and specified. 81 GRATING : Supply and fixing of grating doom 100 mm dia. of PTMT (min. weight 25 gms) 82 PVC D/E PIPE CONNECTION :Supply and fixing of PVC Double End Pipe connection.in repairs, size:15mm with end nuts & washers of length 600 mm. Make : Kohinoor. Complete all as specified and directed. 83 ALUMINIUMPARTITIONS : Supply and fixing complete of anodised aluminium powder coated frames for partition frames and windows etc. all complete as directed by E.I.C. 84 ALUMINIUM WINDOW SHUTTERS : Supply and fixing complete of anodised aluminiumwindow and ventilator shutters powder coated fixed type without sash bar ,aluminium section weighing 0.55 kg/m including necessary jointig cleats, glazing clips, rubber neoprane packing, handles 2 nos. in each door, hinges, anodised aluminiumsnap beading, screws etc. complete all as directed by E.I.C. 85 HINGES : Supply and fixing of extruded Al. alloy with GI Mild Steel Hinge Pine anodised Butt Hinges and fixed typeB-21 of size 125mmincluding all as specified and directed . 86 Antique aldrop : Supply and fixing of 200 mm long Antique model Brass mixed heavy alloy, sliding door bolt withsand or die-cast brass hasp, staple (bolt type) and fixing bolt with rolled or drawn brass bolts and fixed.All as specified and directed and as approved by EIC. 87 Brass hinge: Supply and fixing of extruded brassalloy with GI Mild Steel Hinge Pine anodised Butt Hinges and fixed typeB-11 of size 125mmincluding.All as specified and directed and as approved by EIC.. 88 Antique tower bolt : Supply and fixing of Antique model Brass mixed heavy alloy, barrel tower bolts of extruded section of size 200 mm and fixed all as directed.All as specified and directed and as approved by EIC. 89 Antique Door handle : Supply & fixing of Extruded Antique model Brass mixed heavy alloy, cast type polished bright handles 150 mm long, Complete all as specified and directed 90 TOWER BOLT : Supply and fixing of Aluminium anodised, barrel tower bolts of extruded section of size 200 mm and fixed all as directed. 91 BOW HANDLE: Supply & fixing of Extruded aluminium alloy handles 150 mm long, fabricated type, anodised. Complete all as specified and directed 92 Taking down carefully copper/aluminium point wiring (light, fan, socket or power) complete, (fittings such as switches, ceiling roses, pendants, regulators sockets etc. to be easured separately), removing materials to store for keeping in safe custody for reuse at site and making good. 93 Taking down carefully by unscrewing from boards/ outlet boxes, fittings and fixtures such as switches, sockets, ceiling roses, lamp holders, brackets, ceiling fittings, bulk head fittings, tube light fittings and regulators, etc. for reuse at site or carrying to the store (To be measured only when found serviceable in all respects complete for reuse) 94 point wiring:S&F / Drawing of cables in PVC pipe,OneLight point or onefan point controlled by one switch with cables 1.5 sq.mm size of copper conductor cables FR PVC single core sheathed cable 95 point wiring: S&F / Drawing of cables in PVC pipe, One 3 pin socket outlet 5 amps independent, with cables 1.5 sq.mm size of copper conductor cables FR PVC sheathed. 96 point wiring: S&F /Drawing of cables to One 3 pin socket outlet 5 amps on the same board with other switches, with cables 1.5 sq.mm size of copper conductor cables FR PVC sheathed. 97 point wiring: S&F / Drawing of cables in PVC pipe, One 3 pin socket outlet 15 amps independent, with cables 4.0 sq.mm size of copper conductor cables FR PVC sheathed. 98 S & F of ceiling rose,3 phase/PVC/Polycorbonate, Isolate body 99 S & F ofswitch modular type of one module, 6 amps 100 S & F ofsocket, 2/3 pin combined, 6 amps, 2 Module 101 S & F ofswitch modular type of one module, 16 amps 102 S & F ofsocket, 2/3 pin combined, 16 amps, 2 Module 103 S & F ofFan step regulator 120 W, 2 Module 104 LED LUMINAIRE :Supply and fixing LED luminaire 600 mm x 600 mm, 35/36 watt, 220 V AC recessed type with high efficiency PMMA diffuser soft glare free light complete with driver, holders & LED lamp suitable for roof ceiling including connecting up with driver three core flexible copper conductor cases of suitable size complete.Make: Philips/CG/Wipro/ Osram/ Havells/ Orient/ Halonix 105 S & F of round shape 15 watt 220 volts AC recessed type with high efficiency PMMA diffuser soft glare free light complete with drivers, holders, LED lamp suitable for roof ceiling including connecting up with three core flexible copper conductor cable of suitable size complete. 106 S & F of LED tube lights fitting 1x 20 W, 220V, AC decorative box type with driver, holder including LED tube light connecting up with three core flexible copper conductor cable of suitable size from ceiling rose complete. 107 LED Street Light :Supply and fixing LED street light fitting 35 Watt 230 V AC outdoor type with high pressure die cast aluminum hosing and heat resistant complete with driver, lamp bracket with impact and corrosion resistant including thermal management in multiple optics complete with IP 65/66 protection complete.Make: Philips/CG/Wipro/ Osram/ Havells/ Orient/Halonix.complete all as specified and directed 108 Exhaust Fan: Supplyand Fix Exhaust Fan made of sturdy Engineering plastic complete with Lauvers, Shutteers, voltage 230 V,50 HZ, RPM 1200, Copper winding ofsweep 250mm.complete all as specified and directed. 109 Supply and fixing ceiling fans complete with blades, down rods, electronic regulator and accessories, 230 V, 1200 mm sweep. Min air delivery 210 CFM with service value 6.00 BEE. Five star rated with brushless direct current motor (BLDC) 110 Industrial socket plug: Supply and fixing of 240 V, 20 amps, single pole and neutral enclosure with two pin and earth plug and socket complete with one single pole MCB. 111 MCB :Supply and fixing of MCB / Isolator, 240 V, single pole 40 amp 112 MCB :Supply and fixing of MCB / Isolator, 240 V, double pole 40 amp 113 MCB D.B : S & F of Sheet Metal enclousers for D.B ofsingle doorof SPN,8 way with 200A rated bus bar,240V 114 MCCB: Suppply and fixing of MCCB 3 pole, 415 V, fixed type, 100 Amps with breaking capacity 16 KA. 115 S & F of Modular metal flush box 6 module 116 S & F of Modular white cover plate with frame 3 module 117 S & F of Modular white cover plate with frame 4 module 118 S & F of Modular white cover plate with frame 6 module 119 S & F of Modular white cover plate with frame 8 module 120 EARTHING : Earthing complete with galvanised steel earth plate electrode 60×60cm.× 6mm thick, buried directly in ground (earth pit not less than 2.25 metres deep below ground level) with top edge of the plate not lessthan 1.5 metres below normal ground level, connected to galvanised earth lead GI strip 25x4 mm by means of bolts, nuts, check nuts and washers of galvanised iron or steel all as shown in electrical plate No. 3 connected to earthing test point all as specified or indicated including testing on completion.complete all as specified and directed 121 Earth continuity conductor : Earth continuity conductor or main earthing lead fixed to wall on batten or recess or chases or buried in ground or drawn in conduit/pipe or fixed to poles or any other indicated situation for loop earthing etc. as required 25x4 mm GI strip. complete all as specified and directed 122 Dismantlng ofAsbestos cement (corrugated,semi corrugated, etc.) sheets in roofcoverings. Sheets shall be deposited to stores as directed. 123 Cutting or uprooting grass on old CC/brick tiles or on old mud phuska,and Taking down old Taf felt and loose material from the roof, cleaning the bitumen surface by wire brushing, washing down & disposing the pealed off tar felt muck etc. for complete as directed. removing rubbish off the premises, cleaning surface and preparing to receive new mud plaster. Complete as specified and directed. 124 Surface painting : Removal of old tarfelt sheets,Wire brushing and cleaning top surface of roof tops and surface painting, with a layer of bitumen primer for bitumen membrane @ 0.50 ltr/sqm by the same membrane manufacturere of density at 25° C, 0.87-0.89 Kg/ltr and viscosity 70-160 cps and then left the surface 4 to 8 hours for drying.Complete as specified and directed. 125 Bitumen Tack coat / Seal coat : Applying surface bitumen coat Seal / Tack coatwith lndustrial bitumen 85/25 forwaterproofingtreatments at the rate of 1.2 kg / sqm . 126 Water proofing treatment (M&L) : Rendering water proofing treatment to RCC roof slabs including vertical surfaces with APP based polymetric membrane sheet, minimum 3 kg/sqm and minimum 3.0 mm thick reinforced with polyster non wove fabric (weight not less than 150 gms/sqm) evenly laid on primed surfaces by forced applicationby torch on treatment. The vital physical and chemical parameters of the membrane shall be : Tensile strength in longitudinal and transverse direction at 23° C as 650/450/5 cm.Tear strength in longitudinal and transverse direction as 300/250 N. Softening point of membrane not less than 150° C. Cold flexibility shall be up to 2° c when tested in accordance with ASTM, D-5147. The laying of membrane shall be done through the authorised applicator of the manufacturer of membrane. Membrane make : STP / Dr. Fixt / IWL as approved by EIC. 127 Carrying and disposal of debris : Removing building materials etc. to a distance of 1.5 KM or under including loading, unloading and stacking at the destination. Complete all as specified and directed at site. 128 Rolling shutter : S&F ofSteel rolling shutters 1.25 mm thickness of lathe, with out ball bearing, as specified including top cover, anchoring rod, hasp and staple and one shop coat of primer; erected in position as indicated, complete: but gear operated type with bevel gear box and crank handle. Complete all as specified and directed. 129 Rough excavation notexceeding1.5 m deepin drains etc in loose/soft soils andgetting out 130 Scarifying : Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area not exc.400 sqm and the thickness Exc 50 mm and n.exc 100 mm deep 131 Preparing unsurfaced water bound macadam surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc.Complete all as specified and directed. 132 Macadam : Premix bituminous, macadam with paving bitumen any penetration laid/rolled and compacted to required gradient and camber (consolidated thickness 75mm or less).Complete all as specified and directed. 133 Pot holes : Repair to pot holes any depth, not exc 1 sq m each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc. cutting around edges to at least 25 mm in depth,making good by applying tack coat @ 5 kg per 10 sq m, putting in premixed bituminous macadamusing paving bitumen, well rammed and sealed with binder 9.8 kg per 10 sq m, blinded with 0.09 cu m of stone chippings,6.3 mmsizeand again well rammed (including supply of premixed macadam, binder and chippings). depth of potholes exc 30 mm.Complete all as specified and directed. 134 Preparing Black top surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc.Complete all as specified and directed. 135 Applying evenly a priming/tack coat with bituminous primer using paving bitumen at 5kg per 10 sq metre. Complete as specifiedand directed. 136 Bituminous premixed carpet, 2.5 cm consolidated thickness, with 0.34 cu.m. of stone chippings mixed with 18.25 kg of binder (paving bitumen)per 10 sq.m and mixed in mechanical hot mix plant and laid with mechanical paver and rolled using power roller 8-10 T capacity and compacted to required camber and gradient to uniform smooth surface. Complete as specifiedand directed. 137 Supply and fixing of Machine cut cudappah stoneslab 20-25mm thick over cementscreed base, laid and jointedwith grey cement slurry mixedwith pigment to match the shadeof the slab including rubbingand polishing complete. 138 Rendering plastic emulsion painting on old surfaces- including preparation surfaces on walls- TWO coats of plastic emultion paint and application of priming paint plaster coat. 139 Rendering synthetic enamel painting on new Steel surfacesof any description over 10 cm width or girth- TWO coats including one coat of red oxide Zinc chrome paint. Make: Asian paints/Berger 140 Complete removal existing treatment of of white washing onsurfaces of walls/ concrete. 141 Complete removal existing treatment of of white washing on surfaces of ceilings. 142 CHALK WHITENING : M&L - Chalk whitening (white cement-based, water-resistant, white wall putty) of plastered surfaces as preparatory to distempering on wall surfaces, Make : Birla wall care, complete all as specified & directed. 143 PRIMER : Priming plastered and other surfaces with alkali resistant priming paint. Make : Asion/Dulux- all as specified and directed . 144 WHITEWASH ON CEILINGS : M&L - White washing on ceilings- on old decorated surfaces- including preparation of surfaces – ONE coat of White Wash-complete all as directed. 145 WHITEWASH ON WALLS : M&L - White washing on Walls – on old decorated surfaces- including preparation of surfaces - TWO coats of White wash - complete all as directed. 146 PLASTIC EMULSION PAINT:Rendering plastic emulsion painting on old surfaces- including preparation surfaces on walls- TWO coats of plastic emultion paint-complete all as directed. Make: Asian -Apcolite / Dulux-promise. 147 OBD : M&L - Rendering Oil Bound Distempering on old surfaces -including preparation of surfaces on walls - TWO Coats of OBD - complete all as directed. Make : Asian-tractor Uno / Berger-Butterfly / Indigo-gold. 148 External weather proof painting on walls : Material & Labour for applying Two or more coats of 100% Premium acrylic weather proof emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm over surfaces. all as specified and directed, Brand : Asian apex,Berger weather shield, Nerolac Rain coat. 149 ENAMEL PAINTING : M&L - Rendering synthetic enamel painting onOld painted Steel surfaces- surfaces of any description over 10 cm width or girth including preparation of surfaces-TWO Coats- all as specified and directed- Make: Asian-Apcolite / Berger-Luxol / Dulux-Glass. 150 ENAMEL PAINTING : M&L - Rendering synthetic enamel painting on Old painted Steel surfaces- surfaces of any description n.exc 10 cm width or girth including preparation of surfaces- TWO Coats- all as specified and directed- Make: Asian-Apcolite / Berger-Luxol / Dulux-Glass. 151 ENAMEL PAINTING : M&L - Rendering synthetic enamel painting on wooden surfaces - old surfaces of any description over 10 cm width or girth including preparation of surface - TWOCoats- all as specified and directed-Make: Asian-Apcolite / Berger-Luxol / Dulux-Glass. 152 FRENCH POLISHING : French polishing on old surfaces of any description, width or girth –including cleaning and preparing the surface- One or more coats. all as specified and directed. Make : Sheenlac, sealer 153 Supply and fixing of Safety lever locks mild steel with 4 levers for rolling shutters as directed. 154 Fan Hook: Supply and Fixing of Fan hook with double anchor bolt complete fixing as per instructions of EIC. 155 IWC : IWC of approved make fixed with P trap Make: Hindware/ Parryware(Prime)/ Cera(Clair). Complete all as specified and directed. 156 CONCEALED FLUSHING SYSTEM : Wall mounted concealed flushing system (including frame, control plate and installation kit) with dual flush mode of capacity 10 ltrs. Make: Jaquar(Solo)/ Parryware(Prime)/ Cera(Fountain). Complete all as specified and directed. 157 MIRROR : Mirror 5 mm thk. with bevelled edge fixed with concealed screws Make: Saint Gobain/ Nilkamal/ Casa Gold. Complete all as specified and directed. 158 Switch board box with frame plate and cover plate , metal flush box18 module: Supply and Fixing of covering plates with Metal Flush box andcover plate frames of 18 module of make Legrand/ Schneider/ Havellscomplete all as specified by the EIC 159 Concertina coil & 6 straight RBT strands : Supplying fitting and fixing 600 mm ( ±30 mm) diametre R.B.T (Reinforced Barbed Tape) Concertina cross type fencing, GI steel plate & GI core wireon wall top using concertina coils stretched to approx.6 meters length at site and clipped with three nos. of horizontal R.B.T strands which will be tensioned and fixed with the vertical M.S angle iron posts by means of security fasteners (such as C clips, R.B.T clips etc.). Including additional three horizontal R.B.T strands to be fixed with vertical portion of MS angle supports as directed in site. Complete all as specified and directed at site. 160 Accoustic sheets : supply and fixing of choice colourPolyester Fiber Acoustic Board / tiles, Thickness: 12mm, for insula-tion and accoustic purposes, 60x60 cm in size, fixed to wall / ceiling surfaces on snap grid orwith nails to timber frame work or with Z bar/clips etc as specified by manufacturer.Complete all as specified and directed. 161 Floor mat: supply and fixing of choice colourNylon carpet for floors minimum 6 mm thicknesshaving better accoustic co-efficient ,fixed to floor with approved adhesiveas specified by manufacturer.Complete all as specified and directed. 162 ACP wall lining : Supply and fixing of decorative choice colour solid finished Aluminum composit panel 4.0 mm thick sheeting on external wall surfaces upto 12.0 mter heights fixed over aluminium/MS framed wall surfaces as specified by manufacturer. Cost includes ACP panel, frame work, jointing glue and scafolding etc. Complete all as specified and directed. 163 UPVC window (Single glazed panel shutter & fixed wire mesh panel): Supply and fixing factory made uPVC white colour Casement window single panel with S.S. friction hinges (300 x 19 x 1.9 mm), made of (small series)frame 47 x 50 mm & sash 47 x 68 mm both havingwall thickness of 1.9 ± 0.2 mm and single glass paneglazing bead of appropriate dimension (Area ofwindow upto 0.75 sqm.) comprising of uPVC multi-chambered frame, sash and mullion (where everrequired) extruded profiles duly reinforced with1.60 ± 0.2 mm thick galvanized mild steel sectionmade from roll forming process of required length(shape & size according to uPVC profile), uPVCextruded glazing beads of appropriate dimension,EPDM gasket, stainless steel (SS 304 grade) frictionhinges, zinc alloy (white powder coated) casementhandles, G.I. fasteners 100 x 8 mm size for fixingframe to finished wall, plastic packers, plastic capsand necessary stainless steel screws etc. Including SS wire mesh panel with aluminium beeding fixed to outer face window using adjustable /removable clips. Profile offrame & sash shall be mitred cut and fusion weldedat all corners, mullion (if required) shall be alsofusion welded including drilling of holes for fixinghardwares and drainage of water etc. After fixingframe the gap between frame and adjacent finishedwall shall be filled with weather proof siliconsealant over backer rod of required size and ofapproved quality, complete all as specified anddirected by Engineer-in-Charge. 164 WALL TILES : Supply & fixing of Coloured digital glazed ceramic tiles in vertical surface 300x600 mm set and jointed in neat cement slurry and pointed in white or coloured cement to match all as specified and directed. Make: Johnson/ Kajarai/ Orient Bell. 165 PVC door frame : S & F of solid WPVC Door Frame of size 100x60 mm heavy density of 11100 kg/cum and high quality PVC laminated of choice colour. Complete all specified and directed. 166 PVC door shutter : S & F of Factory Made Solid WPVCDoor Shutter with wood free EPS, 32 mm thick, heavy density 700 kg/cum and high quality PVC laminated on both side of choice colour. 167 Staircase railing : Supply and fixing of designed Stainless steel hand railing not less than 0.8 mtr height for stairs, balconies etc. using SS grade 304/316 members for balusters & rails etc. and covered with 12 mm thick tampered toughned glass. Design & model shall be as decided by EIC. Cost inclusive of glass, design and other mountings. Complete all as specified and directed. 168 Handicap grab bar : S&F of stainless steel anti slip vertical swing handicap bath room grab bar/rail with paper holder of min. 1.0 mtr long. including all necessaryt fitting accessories Make : Jaquar, Hindware as directed.Complete as specified and directed at site. 169 Handicap grab bar : S&F of stainless steel anti sliphandicap bath room grab bar/rail of 1.0 mtr long. including all necessaryt fitting accessories Make : Jaquar, Hindware as directed.Complete as specified and directed at site. 170 Handicap grab bar : S&F of stainless steel anti sliphandicap bath room grab bar/rail of 0.45 mtr long. including all necessaryt fitting accessories Make : Jaquar, Hindware as directed.Complete as specified and directed at site. 171 Wood Door : Supply and fixing of modern & designer soildTeakwood door shutters for Main Doors 32 mm finished thickness as decided by EIC . 172 EWC : Supply and fixing ofItalian Collection ceramic Floor Mount Western Commode, Rim less, One-piece for Bathrooms with Syphonic vortex Flushing system and soft closing seat cover including connection pipe.Make : Jaquar Fusion, Hindware Fabio, Cera cinova 173 WASH BASIN : Supply and fixing of Under counter Wash basin rectangle of approved make along with waste coupling, waste pipe and connection pipe, brackets etc. Make : Jaquar(Continental)/ Cera(campa)/ Parryware(Aqiline). Complete all as specified and directed. 174 URINAL : Supply and fixing ofSensor Urinal pan of approved make with auto flushing system including connection pipe, waste coupling and waste pipe Make: Jaquar(Aquisense)/ Parryware(Prime)/ Cera(Clair). Complete all as specified and directed. 175 PILLAR COCK : S&F ofsensorbased table top model Pillar cock with auto closing system of make: Jaquar / Hindware/ Cera. Complete all as specified and directed. 176 CONCEALED STOP COCK : S&F of CP Concealed stop cock of make : Jaquar(Solo)/ Parryware(Uno)/ Cera(Fountain). Complete all as specified and directed. 177 2 WAY ANGLE COCK : S&F ofCP 2 way angle cock Make: Parryware(Uno)/ Cera(Fountain)/ Jaquar(Solo). Complete all as specified and directed. 178 EWC JET FAUCET : S&F of EWC jet faucet of make: Jaquar(Solo)/ Parryware(Uno)/ Cera(Fountain). Complete all as specified and directed. 179 BIB COCK : S&F ofCP Bib cock of make: Jaquar(Solo)/Parrywaare(Uno)/ Cera(Fountain). Complete all as specified and directed. 180 SOAP DISH : S&F of SS soap dish of make Jaquar(Solo)/ Parryware(Uno)/ Cera(Fountain). Complete all as specified and directed. 181 Hand drier: Supply and fixing of plastic Automatic Hot air drierfor bath rooms of approved make. Make :Orchid / Dolphy / Bajaj. Complete all as specified and directed. 182 Liquid soap dispensar: Supply and fixing of Liquid soap dispensar for bath rooms of approved make. Make :Jaquar / Orchid / Dolphy. Complete all as specified and directed. 183 Toilet paper holder: Supply and fixing of stainless steel single toilet paper roll holder of approved make. Make :Jaquar continental / Parryware sigma/ Cera Icon. Complete all as specified and directed. 184 Urinal partition : Supply and fixing of HPL (High-Pressure Laminate) urinal partitions using 12 mm thick compact board of width 400 to 500 mm and height 1200 mm of approved make and fixing with stainless steel brackts. Complete all as specified and directed. 185 Bldg.Expansion joint : Preparation of joint by grinding of groove surfae, remoal of dust, providing polymer mixed cement mortar on both sidea of groove and crack filling if any in floor level, fixing of baker rod 25x25 mm to control depth of groove, Providing and applying Nitoseal PU50 of Fosroc or equivalant having MAF 25% or above to the groove 25x12 mm. Including fixing / covering of joint with APP based polymetric membrane sheet sufficient width. Complete all as specified and directed at site. 186 Forming V grooves on granite surfacesn,exc 10mmdeep and n exc 10mm on face in steps, cooking platform, and other similar situations etc. 187 Hiring / Engage of JCB for cleaning, moving and loading materials like sand, gravel, or demolitionand removal of debris and other miscellaneous purposes as directd. The rate includes diesel and driver required to run the vehicle. 188 Carpet grass : Supplly and laying of carpet grass on levelled soil surface including preparing the soil bedby loosning the base ground 100 mm thick and removing old unwanted grass if any and necessary watering as directed. 189 Supply and laying of red earth / soil in loose state which is free from debris, grass and other vegitation to be used for gardening purposes as directed. 190 Architectural design : Before commencement of work Contractor should take architectural consultancy servies for entrance arch at the entrance gate, building front elevations and garden designs by authorised institutions / authorised Designer. Complete all as directed by EIC
Contract Date: May 16, 2026 Contract Value : ₹ 3.98 Crore
Government Departments No of Bidders 4
Telangana View Result →
7.
Housing Urban and Rular Development #10836646 Price Bid
Tender For 2.6.1Earth Work In Excavation By Mechanical Means (Hydraulic Excavator)/Manual Means Over Areas (Exceeding 30 Cm In Depth, 1.5 M Width As Well As 10 Sqm On Plan) Including Disposal Of Excavated Earth, Lead Upto 50M And Lift Upto 1.5M, Disposed Earth To Be Levelled And Neatly Dressed. All Kind Of Soil. , 15.6Disposal Of Building Rubbish / Malba / Similar Unserviceable, Dismantled Or Waste Materials By Mechanical Means, Including Loading, Transporting, Unloading To Approved Municipal Dumping Ground Or As Approved By Engineer-In-Charge, Beyond 50 M Initial Lead, For All Leads Including All Lifts Involved. , 2.28.1Surface Dressing Of The Ground Including Removing Vegetation And Inequalities Not Exceeding 15 Cm Deep And Disposal Of Rubbish, Lead Up To 50 M And Lift Up To 1.5 M. , 2.8.1Earth Work In Excavation By Mechanical Means By Hydraulicexcavator )/ Manual Means In Foundation Trenches Or Drains (Not Exceeding 1.5 M In Width Or10 Sqm On Plan Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M, Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M. , 2.13.1.2Earth Work In Excavation By Mechanical Means By Hydraulicexcavator )/ Manual Means In Foundation Trenches Or Drains (Not Exceeding 1.5 M In Width Or10 Sqm On Plan Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M, Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M. , 2.25Filling Available Excavated Earth (Excluding Rock) In Trenches, Plinth,Sides Of Foundations Etc. In Layers Not Exceeding 20 Cm In Depth, Consolidating Each Deposited Layer By Ramming And Watering, Lead Up To 50 M And Lift Upto 1.5M. , 4.1.8Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level : 1:4:8 (1 Cement : 4 Coarse Sand : 8 Graded Stone Aggregate 40 Mm Nominal Size). All Works Upto Plinth Level. , 7.1.1Random Rubble Masonry With Hard Stone In Foundation And Plinth Including Levelling Up With Cement Concrete 1:6:12 (1 Cement : 6 Coarse Sand : 12 Graded Stone Aggregate 20 Mm Nominal Size) Upto Plinth Level With :Cement Mortar 1:6 (1 Cement : 6 Coarse Sand) , 7.2.1Random Rubble Masonry With Hard Stone In Superstructure Above Plinth Level And Upto Floor Five Level, Including Leveling Up With Cement Concrete 1:6:12 (1 Cement : 6 Coarse Sand : 12 Graded Stone Aggregate 20 Mm Nominal Size) At Window Sills, Ceiling Level And The Like.Cement Mortar 1:6 (1 Cement : 6 Coarse Sand) , 4.4.1Providing And Laying Cement Concrete In Kerbs, Steps And The Like At Or Near Ground Level Excluding The Cost Of Centering, Shuttering And Finishing.1:1½:3 (1 Cement: 1½ Coarse Sand(Zone-Iii) : 3 Graded Stone Aggregate 20 Mm Nominal Size) , 16.68Providing And Laying 60Mm Thick Faciory Made Cement Concrete Interlocking Paver Block Of M -30 Grade Made By Block Making Machine With Strong Vibratory Compaction, Of Approved Size, Design & Shape, Laid In Required Colour And Pattern Over And Including 50Mm Thick Compacted Bed Of Coarse Sand, Filling The Joints With Line Sand Etc. All Complete As Per The Direction Of Engineer-In-Charge. , 16.1Making Bajri Path Including Preparation Of Subgrade, Supplying And Laying Brick Aggregate Of 50 Mm Nominal Size 7.5 Cm Deep With Blinding Material Consisting Of 12 Mm Moorum And 12 Mm Red Bajri Consolidated With Road Roller. , 16.69Providing And Laying At Or Near Ground Level Factory Made Kerb Stone Of M-25 Grade Cement Concrete In Position To The Required Line, Level And Curvature, Jointed With Cement Mortar 1:3 (1 Cement: 3 Coarse Sand), Including Making Joints With Or Without Grooves (Thickness Of Joints Except At Sharp Curve Shall Not To More Than 5Mm), Including Making Drainage Opening Wherever Required Complete Etc. As Per Direction Of Engineer-In-Charge (Length Of Finished Kerb Edging Shall Be Measured For Payment). (Precast Cement Concrete Kerb Stone Shall Be Approved By Engineer-In-Charge). , 5.1.2Providing And Laying In Position Specified Grade Of Reinforceed Cement Cocrete Excluding The Cost Of Centering, Shuttring, Finishing And Reinforcment - All Work Upto Plinth Level.1:1.5:3 (1 Cement : 1.5 Coarse Sand : 3 Graded Stone Aggregate 20Mm Nominal Size) , 5.2.2Reinforced Cement Concrete Work In Walls (Any Thickness),Including Attached Pilasters, Buttresses, Plinth And String Courses,Fillets, Columns, Pillars, Piers,Abutments, Posts Concrete Work In Walls (Any Thickness),Including Attached Pilasters, Buttresses, Plinth And String Courses,Fillets, Columns, Pillars, Piers,Abutments, Posts And Struts Etc. Upto Floor Five Level Excluding Cost Of Centring,Shuttering, Finishing And Reinforcement.1:1.5:3 (1 Cement : 1.5 Coarse Sand : 3 Graded Stone Aggregate 20Mm Nominal Size) , 5.3Reinforced Cement Concrete Work In Beams, Suspended Floors, Roofs Having Slope Up To 15° Landings, Balconies, Shelves, Chajjas, Lintels, Bands, Plain Window Sills, Staircases And Spiral Stair Cases Up To Floor Five Level, Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement, With 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size). , 5.9.1Centering And Shuttering Including Strutting, Propping Etc. And Removal Foundations, Footings, Bases Of Columns, Etc. For Mass Concrete , 5.9.3Centering And Shuttering Including Strutting, Propping Etc. And Removal Suspended Floors, Roofs, Landings, Balconies And Access Platform , 5.9.6Centering And Shuttering Including Strutting, Propping Etc. And Removal Columns, Pillars, Piers, Abutments, Posts And Struts , 5.9.5Centering And Shuttering Including Strutting, Propping Etc. And Removal Lintels, Beams, Plinth Beams, Girders, Bressumers And Cantilevers , 5.9.7Centering And Shuttering Including Strutting, Propping Etc. And Removal Stairs, (Excluding Landings) Except Spiral-Staircases , 5.22.1Steel Reinforcement For Reinforced Cement Concrete Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Upto Plinth Level. , 10.25.2Steel Work Welded In Built Up Sections/ Framed Work, Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer Using Structural Steel Etc. As Required.In Gratings, Frames, Guard Bar, Ladder, Railings, Brackets, Gates And Similar Works , 10.2Structural Steel Work Riveted, Bolted Or Welded In Built Up Sections, Trusses And Framed Work, Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer All Complete. , 6.1.1Brick Work With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation 7.5 In Foundation And Plinth In Cement Mortar 1:6 (1 Cement : 6 Coarse Sand) , 6.4.2Brick Work With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation 7.5 In Superstructure Above Plinth Level Up To Floor V Level In All Shapes And Sizes In :Cement Mortar 1:6 (1 Cement : 6 Coarse Sand) , 6.13.2Half Brick Masonry With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation 7.5 In Superstructure Above Plinth Level Up To Floor V Level. , 9.147A1.1Providing And Fixing Factory Made Upvc Glazed/Wire Mesh Windows/ Doors Comprising Of Lead Free Upvc Multi-Chambered Frame, Sash And Mullion/Coupler (Where Ever Required) Extruded Profiles Having Minimum Wall Thickness Of 1.70 Mm For Series R1 And R2 Profiles And 2.10 Mm For Series R3 And R4 Profiles Conforming To En: 12608 In Any Shape, Colour And Design Duly Reinforced With Galvanized Mild Steel Section Made Of Required Shape & Size As Per Cpwd Specification, Upvc Extruded Glazing Beads, Interlocks And Inline Sash Adaptor (Where Ever Required) Of Appropriate Dimension, Epdm Gasket, Hardware, Ss 304 Grade Fasteners Of Minimum 8 Mm Dia With Countersunk Head, Comprising Of Matching Polyamide Pa6 Grade Sleeve For Fixing Frame To Finished Wall As Per Is 1367 : Part 1 To 14, Plastic Packers, Plastic Caps And Necessary Stainless Steel Screws Etc. Profile Of Frame, Sash & Mullion (If Required) Shall Be Mitred Cut And Fusion Welded/Mechanically Jointed Duly Sealed At All Corners, Including Drilling Of Holes For Fixing Hardware And Drainage Of Water Etc. After Fixing Frame The Gap Between Frame And Adjacent Finished Wall Shall Be Filled With Weather Proof Silicon Sealant Over Backer Rod Of Approved Size And Quality, All Complete As Per Approved Drawing Conforming To Cpwd Specification & Direction Of Engineer-In-Charge. Section Of Steel Reinforcement And Cross Sections Of Upvc Profiles To Be As Per Design Approved By Engineer-In-Chargetwo Track Two Panels Sliding Window With Aluminium Channel For Roller Track, Wool Pile, Nylon Rollers With Ss 304 Body. Using R2 Series With Frame (40 Mm & Above) X (40 Mm & Above) & Sash (25 Mm & Above) X (50 Mm & Above) With Zinc Alloy (Zamak) Powder Coated Touch Locks With Hook (Height Upto 1.2 Metre). , 9.147.C1.2Providing And Fixing Factory Made Upvc Glazed/Wire Mesh Windows/ Doors Comprising Of Lead Free Upvc Multi-Chambered Frame, Sash And Mullion/Coupler (Where Ever Required) Extruded Profiles Having Minimum Wall Thickness Of 1.70 Mm For Series R1 And R2 Profiles And 2.10 Mm For Series R3 And R4 Profiles Conforming To En: 12608 In Any Shape, Colour And Design Duly Reinforced With Galvanized Mild Steel Section Made Of Required Shape & Size As Per Cpwd Specification, Upvc Extruded Glazing Beads, Interlocks And Inline Sash Adaptor (Where Ever Required) Of Appropriate Dimension, Epdm Gasket, Hardware, Ss 304 Grade Fasteners Of Minimum 8 Mm Dia With Countersunk Head, Comprising Of Matching Polyamide Pa6 Grade Sleeve For Fixing Frame To Finished Wall As Per Is 1367 : Part 1 To 14, Plastic Packers, Plastic Caps And Necessary Stainless Steel Screws Etc. Profile Of Frame, Sash & Mullion (If Required) Shall Be Mitred Cut And Fusion Welded/Mechanically Jointed Duly Sealed At All Corners, Including Drilling Of Holes For Fixing Hardware And Drainage Of Water Etc. After Fixing Frame The Gap Between Frame And Adjacent Finished Wall Shall Be Filled With Weather Proof Silicon Sealant Over Backer Rod Of Approved Size And Quality, All Complete As Per Approved Drawing Conforming To Cpwd Specification & Direction Of Engineer-In-Charge. Section Of Steel Reinforcement And Cross Sections Of Upvc Profiles To Be As Per Design Approved By Engineer-In-Chargetwo Track Two Panels Sliding Window With Aluminium Channel For Roller Track, Wool Pile, Nylon Rollers With Ss 304 Body. Using R2 Series With Frame (40 Mm & Above) X (40 Mm & Above) & Sash (25 Mm & Above) X (50 Mm & Above) With Zinc Alloy (Zamak) Powder Coated Touch Locks With Hook (Height Upto 1.2 Metre). , 147.F1.1Casement Door Single Panel With Zinc Alloy (Zamak) 3D Hinges, Multi-Point Locking System With Cylinder, Zinc Alloy (Zamak) Powder Coated Handles On Both Sides.Using R3 Series With Frame (55 Mm & Above) X (50 Mm & Above) & Sash (55 Mm & Above) X (85 Mm & Above) (Height Upto 2.5 Metre).) , 11.27Kota Stone Slabs 20 Mm Thick In Risers Of Steps, Skirting, Dado And Pillars Laid On 12 Mm (Average) Thick Cement Mortar 1:3 (1 Cement: 3 Coarse Sand) And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slabs, Including Rubbing And Polishing Complete. , 11.41.4Providing And Laying Vitrified Floor Tiles In Different Sizes (Thickness To Be Specified By The Manufacturer) With Water Absorption Less Than 0.08% And Conforming To Is: 15622, Of Approved Make, In All Colours And Shades, Laid On 20Mm Thick Cement Mortar 1:4 (1 Cement : 4 Coarse Sand), Jointing With Grey Cement Slurry @ 3.3Kg/Sqm Including Grouting The Joints With White Cement And Matching Pigments Etc., Complete.Size Of Tile 1000X1000 Mm , 11.46.4Providing And Laying Vitrified Floor Tiles In Different Sizes (Thickness To Be Specified By The Manufacturer) With Water Absorption Less Than 0.08% And Conforming To Is: 15622, Of Approved Make, In All Colours And Shades, Laid On 20Mm Thick Cement Mortar 1:4 (1 Cement : 4 Coarse Sand), Jointing With Grey Cement Slurry @ 3.3Kg/Sqm Including Grouting The Joints With White Cement And Matching Pigments Etc., Complete.Size Of Tile 1000X1000 Mm , 8.31Providing And Fixing Ist Quality Ceramic Glazed Wall Tiles Conforming To Is: 15622 (Thickness To Be Specified By The Manufacturer), Of Approved Make, In All Colours, Shades Except Burgundy, Bottle Green, Black Of Any Size As Approved By Engineer-In-Charge, In Skirting, Risers Of Steps And Dados, Over 12 Mm Thick Bed Of Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) And Jointing With Grey Cement Slurry @ 3.3Kg Per Sqm, Including Pointing In White Cement Mixed With Pigment Of Matching Shade Complete. , 8.2.2.2Providing And Fixing 18 Mm Thick Gang Saw Cut, Mirror Polished, Premoulded And Prepolished, Machine Cut For Kitchen Platforms, Vanity Counters, Window Sills, Facias And Similar Locations Of Required Size, Approved Shade, Colour And Texture Laid Over 20 Mm Thick Base Cement Mortar 1:4 (1 Cement : 4 Coarse Sand), Joints Treated With White Cement, Mixed With Matching Pigment, Epoxy Touch Ups, Including Rubbing, Curing, Moulding And Polishing To Edges To Give High Gloss Finish Etc. Complete At All Levels. , 13.4.212 Mm Cement Plaster Of Mix :1:6 (1 Cement: 6 Coarse Sand) , 13.6.120 Mm Cement Plaster Of Mix : 1:4 (1 Cement: 4 Coarse Sand) , 13.41.1Distempering With Oil Bound Washable Distemper Of Approved Brand And Manufacture To Give An Even Shade :New Work (Two Or More Coats) Over And Including Water Tinnable Priming Coat With Cement Primer , 13.45.1Finishing Walls With Textured Exterior Paint Of Required Shade : New Work (Two Or More Coats Applied @ 3.28 Ltr/10 Sqm) Over And Including Priming Coat Of Exterior Primer Applied @ 2.20Kg/10 Sqm , 13.26Providing & Applying White Cement Based Putty Of 2 Mm Thick Of Approved Brand Over Plastered Wall Surface For Even & Smooth Wall Fiinsh Applying Primer Coat , 13.50.3Applying Primer Coat With Ready Mix Red Oxide Zinc Chromate Primer Of Approved Brand And Manufacturer On Steel Works And Gi , 13.52.1Finishing With Epoxy Paint Two Coats On All Location Prepared And Applied , 12.1.1Providing Corrugated G.S. Sheet Roofing Including Vertical / Curved Surface Fixed With Polymer Coated J Or L Hooks, Bolts And Nuts 8 Mm Diameter With Bitumen And G.I. Limpet Washers Or With G.I. Limpet Washers Filled With White Lead, Including A Coat Of Approved Steel Primer And Two Coats Of Approved Paint On Overlapping Of Sheets Complete (Up To Any Pitch In Horizontal/ Vertical Or Curved Surfaces), Excluding The Cost Of Purlins, Rafters And Trusses And Including Cutting To Size And Shape Wherever Required.1.00 Mm Thick With Zinc Coating Not Less Than 275 Gm/M² , 12.51.1Providing And Fixing Precoated Galvanised Steel Sheet Roofing Accessories 0.50 Mm (+0.05 %) Total Coated Thickness, Zinc Coating 120 Grams Per Sqm As Per Is: 277, In 240 Mpa Steel Grade, 5-7 Microns Epoxy Primer On Both Side Of The Sheet And Polyester Top Coat 15-18 Microns Using Self Drilling/ Self Tapping Screws Complete:Ridges Plain (500 - 600Mm) , 12.51.4Providing And Fixing Precoated Galvanised Steel Sheet Roofing Accessories 0.50 Mm (+0.05 %) Total Coated Thickness, Zinc Coating 120 Grams Per Sqm As Per Is: 277, In 240 Mpa Steel Grade, 5-7 Microns Epoxy Primer On Both Side Of The Sheet And Polyester Top Coat 15-18 Microns Using Self Drilling/ Self Tapping Screws Complete:Brage Board (Upto 300Mm) , 12.51.6Providing And Fixing Precoated Galvanised Steel Sheet Roofing Accessories 0.50 Mm (+0.05 %) Total Coated Thickness, Zinc Coating 120 Grams Per Sqm As Per Is: 277, In 240 Mpa Steel Grade, 5-7 Microns Epoxy Primer On Both Side Of The Sheet And Polyester Top Coat 15-18 Microns Using Self Drilling/ Self Tapping Screws Complete:Gutter (600 Mm Over All Girth) , 12.41.2Providing And Fixing On Wall Face Unplasticised Rigid Pvc Rain Water Pipes Conforming To Is : 13592 Ring Conforming To Is : 5382, Leaving 10 Mm Gap For Thermal Expansion, (I) Single Socketed Pipes.110 Mm Diameter , 12.45.1Providing And Fixing False Ceiling At All Height Including Providing And Fixing Of Frame Work Made Of Special Sections, Power Pressed From M.S. Sheets And Galvanized With Zinc Coating Of 120 Gms/Sqm (Both Side Inclusive) As Per Is : 277 And Consisting Of Angle Cleats Of Size 25 Mm Wide X 1.6 Mm Thick With Flanges Of 27 Mm And 37Mm, At 1200 Mm Centre To Centre, One Flange Fixed To The Ceiling With Dash Fastener 12.5 Mm Dia X 50Mm Long With 6Mm Dia Bolts, Other Flange Of Cleat Fixed To The Angle Hangers Of 25X10X0.50 Mm Of Required Length With Nuts & Bolts Of Required Size And Other End Of Angle Hanger Fixed With Intermediate G.I. Channels 45X15X0.9 Mm Running At The Spacing Of 1200 Mm Centre To Centre, To Which The Ceiling Section 0.5 Mm Thick Bottom Wedge Of 80 Mm With Tapered Flanges Of 26 Mm Each Having Lips Of 10.5 Mm, At 450 Mm Centre To Centre, Shall Be Fixed In A Direction Perpendicular To G.I. Intermediate Channel With Connecting Clips Made Out Of 2.64 Mm Dia X 230 Mm Long G.I. Wire At Every Junction, Including Fixing Perimeter Channels 0.5 Mm Thick 27 Mm High Having Flanges Of 20 Mm And 30 Mm Long, The Perimeter Of Ceiling Fixed To Wall/Partition With The Help Of Rawl Plugs At 450 Mm Centre, With 25Mm Long Dry Wall Screws @ 230 Mm Interval, Including Fixing Of Gypsum Board To Ceiling Section And12.5 Mm Thick Tapered Edge Gypsum Plain Board Conforming To Is: 2095- (Part I) : 2011 (Board With Bis Certification Marks) Perimeter Channel With The Help Of Dry Wall Screws Of Size 3.5 X 25 Mm At 230 Mm C/C, Including Jointing And Finishing To A Flush Finish Of Tapered And Square Edges Of The Board With Recommended Jointing Compound , Jointing Tapes , Finishing With Jointing Compound In 3 Layers Covering Upto 150 Mm On Both Sides Of Joint And Two Coats Of Primer Suitable For Board, All As Per Manufacturers Specification And Also Including The Cost Of Making Openings For Light Fittings, Grills, Diffusers, Cutouts Made With Frame Of Perimeter Channels Suitably Fixed, All Complete As Per Drawings, Specification And Direction Of The Engineer In Charge But Excluding The Cost Of Painting With
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
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8.
Housing Urban and Rular Development #10368588 Price Bid
Tender For 2.8.1Earth Work In Excavation By Mechanical Means (Hydraulic Excavator) / Manual Means In Foundation Trenches Or Drains (Not Exceeding 1.5 M In Width Or 10 Sqm On Plan), Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M, Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M. , 4.1.8 Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level 1:4:8 (1 Cement : 4 Coarse Sand (Zone-Iii) : 8 Graded Stone Aggregate 40 Mm Nominal Size , 5.1.25.1.2 Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete, Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement -All Work Up To Plinth Level : 1 :1.5:3 (1 Cement : 1.5 Coarse Sand (Zone-Ill) Derived From Natural Sources : 3 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources) , 5.35.3 Reinforced Cement Concrete Work In Beams, Suspended Floors, Roofs Having Slope Up To 15° Landings, Balconies, Shelves, Chajjas, Lintels, Bands, Plain Window Sills, Staircases And Spiral Stair Cases Above Plinth Level Up To Floor Five Level, Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement With 1 :1.5:3 (1 Cement: 1.5 Coarse Sand(Zone-111) Derived From Natural Sources : 3 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources). , 6.1.2Brick Work With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation 7.5 In Foundation And Plinth I N :6 . 1 . 2 Cement Mortar 1 :6 (1 Cement: 6 Coarse Sand) , 6.4.2Brick Work With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation 7.5 In Superstructure Above Plinth Level Up To Floor V Level In All Shapes And Sizes In : 6.4.2 Cement Mortar 1 :6 (1 Cement: 6 Coarse Sand) , 5.22.6Steel Reinforcement 5.22 Steel Reinforcement For Reinforced Cement Concrete Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Upto Plinth Level. 5.22.6 Thermo-Mechanically Treated Bars Of Grade Fe-5000 Or More. , 10.25.2Steel Work Welded In Built Up Sections/ Framed Work, Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer Using Structural Steel Etc. As Required 10.25.2 In Gratings, Frames, Guard Bar, Ladder, Railings, Brackets, Gates And Similar Works , 13.1.2Cement Plaster (In Fine Sand) 13.1 12 Mm Cement Plaster Of Mix : 13.1.2 1:6 (1 Cement: 6 Fine Sand) , 13.813.80 Providing And Applying White Cement Based Putty Of Average Thickness 1 Mm, Of Approved Brand And Manufacturer, Over The Plastered Wall Surface To Prepare The Surface Even And Smooth Complete. , 13.41.113.41 Distempering With 1St Quality Acrylic Distemper (Ready Mixed) Having Voc Content Less Than 50 Gram/Litre, Of Approved Manufacturer And Of Required Shade And Colour All Complete To Achieve Even Shade And Colour : 13.41.1 New Work (Two Or More Coats) Over And Including Water Thinnable Priming Coat With Cement Primer Having Voc Content Less Than 50 Gram/Litre , 13.45.113.45 Finishing Walls With Textured Exterior Paint Of Required Shade : 13.45.1 New Work (Two Or More Coats Applied @ 3.28 Ltr/10 Sqm) Over And Including Priming Coat Of Exterior Primer Applied @ 2.20Kg/10 Sqm , 9.147A9.147A Providing And Fixing Factory Made Upvc Glazed/Wire Mesh Windows/ Doors Comprising Of Lead Free Upvc Multi-Chambered Frame, Sash And Mullion/Coupler (Where Ever Required) Extruded Profiles Having Minimum Wall Thickness Of 1.70 Mm For Series R1 And R2 Profiles And 2 . 1 0 Mm For Series R3 And R4 Profiles Conforming To En: 12608 In Any Shape, Colour And Design Duly Reinforced With Galvanized Mild Steel Section Made Of Required Shape & Size As Per Cpwd Specification, Upvc Extruded Glazing Beads, Interlocks And Lnline Sash Adaptor (Where Ever Required) Of Appropriate Dimension, Epdm Gasket, Hardware, Ss 304 Grade Fasteners Of Minimum 8 Mm Dia With Countersunk Head, Comprising Of Matching Polyamide Pa6 Grade Sleeve For Fixing Frame To Finished Wall As Per Is 1367 : Part 1 To 1 4 , Plastic Packers, Plastic Caps And Necessary Stainless Steel Screws Etc. Profile Of Frame, Sash & Mullion (If Required) Shall Be Mitred Cut And Fusion Welded/Mechanically Jointed Duly Sealed At All Corners, Including Drilling Of Holes For Fixing Hardware And Drainage Of Water Etc. After Fixing Frame The Gap Between Frame And Adjacent Finished Wall Shall Be Filled With Weather Proof Silicon Sealant Over Backer Rod Of Approved Size And Quality, All Complete As Per Approved Drawing Conforming To Cpwd Specification & Direction Of Engineer-In-Charge. Section Of Steel Reinforcement And Cross Sections Of Upvc Profiles To Be As Per Design Approved By Engineer-In-Charge. Wire Mesh I Glazing Of Plain/ Toughened/ Laminated/ Double Glass Unit With I Without High Performance Coatings As Per Design Requirements And Conforming To Is: 3548 & Is: 16231 Shall Be Paid Separately. 9.147.A5 Three Track Three Panels Sliding Window With Aluminium Channel For Roller Track, Wool Pile, Nylon Rollers With Ss 304 Body. 9.147.A5.1 Using R2 Series With Frame (70 Mm & Above) X (40 Mm & Above) & Sash (25 Mm & Above) X (50 Mm & Above) With Zinc Alloy (Zamak) Powder Coated Touch Locks With Hook. (Height Upto 1 . 2 Metre). , 4.1.24.1.2 Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level: 1 :1 %:3 (1 Cement: 1 % Coarse Sand (Zone-Ill) Derived From Natural Sources : 3 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources) , 7.1.17.1.1 Random Rubble Masonry With Hard Stone In Foundation And Plinth Including Levelling Up With Cement Concrete 1:6:12 (1 Cement : 6 Coarse Sand : 12 Graded Stone Aggregate 20 Mm Nominal Size) Upto Plinth Level With Cement Mortar 1:6 (1 Cement : 6 Coarse Sand) , 7.8.17.8.1 Coursed Rubble Masonry With Hard Stone (First Or Second Sort) In Superstructure Above Plinth Level And Upto Floor Five Level. Masonry Work (First Sort), In Cement Mortar 1 :6 (1 Cement : 6 Coarse Sand) , 5.9.15.9.1 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For Lintels, Beams, Plinth Beams, Girders, Bressumers And Cantilevers Foundations, Footings, Bases Of Columns, Etc. For Mass Concrete , 5.9.35.9.3 Suspended Floors, Roofs, Landings, Balconies And Access Platform , 5.9.55.9.5 Lintels, Beams, Plinth Beams, Girders, Bressumers And Cantilevers , 10.210.2 Structural Steel Work Riveted, Bolted Or Welded In Built Up Sections, Trusses And Framed Work, Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer All Complete. , 13.48.313.48.3 Painting Steel Work With Deluxe Multi Surface Paint To Give An Even Shade. Two Or More Coat Applied @ 0.90 Ltr/ 10 Sqm Over An Under Coat Of Primer Applied @ 0.80 Ltr/ 10 Sqm Of Approved Brand And Manufacture 13.48.3 , 9.1.19.1.1 Providing Wood Work In Frames Of Doors, Windows, Clerestory Windows And Other Frames, Wrought Framed And Fixed In Position With Hold Fast Lugs Or With Dash Fasteners Of Required Dia & Length (Hold Fast Lugs Or Dash Fastener Shall Be Paid For Separately). , 9.7.19.7.1 Providing And Fixing Panelling Or Panelling And Glazing In Panelled Or Panelled And Glazed Shutters For Doors, Windows And Clerestory Windows (Area Of Opening For Panel Inserts Excluding Portion Inside Grooves Or Rebates To Be Measured). Panelling For Panelled Or Panelled And Glazed Shutters 25 Mm To 40 Mm Thick. Second Class Teak Wood , 9.97.19.97.1 Providing And Fixing Aluminium Tower Bolts, Isi Marked, Anodised (Anodic Coating Not Less Than Grade Ac 10 As Per Is : 1868 ) Transparent Or Dyed To Required Colour Or Shade, With Necessary Screws Etc. Complete: 300X10 Mm , 9.101.19.101.1 Providing And Fixing Aluminium Hanging Floor Door Stopper, Isi Marked, Anodised (Anodic Coating Not Less Than Grade Ac 10 As Per Is : 1868) Transparent Or Dyed To Required Colour And Shade, With Necessary Screws Etc. Complete. Single Rubber Stopper , 13.68.113.68.1 French Spirit Polishing :Two Or More Coats On New Works Including A Coat Of Wood Filler , 11.3711.37 Providing And Laying Ceramic Glazed Floor Tiles Of Size 300X300 Mm (Thickness To Be Specified By The Manufacturer) Of 1St Quality Conforming To Is : 15622 Of Approved Make In Colours Such As White, Ivory, Grey, Fume Red Brown, Laid On 20 Mm Thick Cement Mortar 1 :4 (1 Cement : 4 Coarse Sand), Jointing With Grey Cement Slurry @ 3.3 Kg/Sqm Including Pointing The Joints With White Cement And Matching Pigment Etc., Complete. , 11.37A11.37A Providing And Fixing 1St Quality Ceramic Glazed Floor Tiles Conforming To Is : 15622 (Thickness To Be Specified By The Manufacturer) Of Approved Make In All Colours, Shades Except Burgundy, Bottle Green, Black Of Any Size As Approved By Engineer-In-Charge In Skirting, Risers Of Steps And Dados Over 12 Mm Thick Bed Of Cement Mortar 1 :3 (1 Cement: 3 Coarse Sand) And Jointing With Grey Cement Slurry @ 3.3Kg Per Sqm Including Pointing In White Cement Mixed With Pigment Of Matching Shade Complete. , 11.26.1Kota Stone Slab Flooring Over 20 Mm (Average) Thick Base Laid Over And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slab, Including Rubbing And Polishing Complete With Base Of Cement Mortar 1 : 4 (1 Cement : 4 Coarse Sand) : 11.26.1 25 Mm Thick , 12.5Providing And Fixing Precoated Galvanised Iron Profile Sheets (Size, Shape And Pitch Of Corrugation As Approved By Engineer-In-Charge) Of Total Coated Thickness 0.50 Mm (Base Metal Of Minimum 0.45 Mm Thickness With Total Coating Thickness Of 0.05Mm) With Zinc Coating 120 Grams Per Sqm As Per Is: 277, In 240 Mpa Steel Grade, 5-7 Microns Epoxy Primer On Both Side Of The Sheet And Polyester Top Coat 15-18 Microns. Sheet Should Have Protective Guard Film Of 25 Microns Minimum To Avoid Scratches During Transportation And Should Be Supplied In Single Length Upto 12 Metre Or As Desired By Engineer-In-Charge. The Sheet Shall Be Fixed Using Self Drilling /Self Tapping Screws Of Size (5.5X 55 Mm) With Epdm Seal, Complete Upto Any Pitch In Horizontal/ Vertical Or Curved Surfaces, Excluding The Cost Of Purlins, Rafters And Trusses And Including Cutting To Size And Shape Wherever Required. , 12.51.1Providing And Fixing Precoated Galvanised Steel Sheet Roofing Accessories Of Total Coated Thickness 0.50 Mm (Base Metal Of Minimum 0.45 Mm Thickness With Total Coating Thickness Of 0.05 Mm) With Zinc Coating 120 Gram Per Sqm As Per Is: 277, In 240 Mpa Steel Grade, 5-7 Microns Epoxy Primer On Both Side Of The Sheet And Polyester Top Coat 15-18 Microns Using Self Drilling/ Self Tapping Screws Complete : 12.51.1 Ridges Plain (500 - 600Mm) , 11.33.125 Mm Wooden Planking, Tongued And Grooved In Flooring, Including Fixing With Iron Screws Complete With: 11.33.1 Second Class Teak Wood , 16.91.1Providing And Laying Factory Made Chamfered Edge Cement Concrete Paver Blocks In Footpath, Parks, Lawns, Drive Ways Or Light Traffic Parking Etc, Of Required Strength, Thickness & Size/ Shape, Made By Table Vibratory Method Using Pu Mould, Laid In Required Colour & Pattern Over 50 Mm Thick Compacted Bed Of Sand, Compacting And Proper Embedding/Laying Of Inter Locking Paver Blocks Into The Sand Bedding Layer Through Vibratory Compaction By Using Plate Vibrator, Filling The Joints With Sand And Cutting Of Paver Blocks As Per Required Size And Pattern, Finishing And Sweeping Extra Sand. Complete All As Per Direction Of Engineer-In-Charge. 16.91.1 60 Mm Thick Cement Concrete Paver Block Of M-35 Grade With Approved Colour, Design & Pattern. , 11.20.1 Chequerred Precast Cement Concrete Tiles 22 Mm Thick In Footpath & Courtyard, Jointed With Neat Cement Slurry Mixed With Pigment To Match The Shade Of Tiles, Including Rubbing And Cleaning Etc. Complete, On 20 Mm Thick Bed Of Cement Mortar 1 :4 (1 Cement: 4 Coarse Sand). 11.20.1 Light Shade Pigment Using White Cement , Sor Misc 6-1-3 Direction And Place Identification Signs With Size More Than 0.9 Sqm Size Board. Providing And Erecting Direction And Place Identification Retro-Reflectorised Sign As Per Irc :67 Made Of Type Iv Retro- Reflective Sheeting, Vide Clause 801.3, Fixed Over Aluminium Composite Material Sheet With Overall Thickness Of 4 Mm With Area Exceeding 0.9 Sqm Fixed Over Back Support Frame Of Min 40 X 40 X 5 Mm Ms Angle Mounted On Two Nos. Of Mild Steel Circular Pipe 65 Nb ,3.2 Mm Thickness And 4.5 Meter Total Height Firmly Fixed To The Ground By Means Of Properly Designed Foundation With M 25 Grade Cement Concrete 45 Cm X 45 Cm X 60 Cm, 60 Cm Below Ground Level As Per , Sor Misc 2-1 Cement Plum Masonry With 40% Plum & 60% 1:3:6 Cement Concrete Including Supply Of All Material, Labour, T&P Etc. Required For Proper Completion Of The Work. As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 Of Mord Specifiction
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
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9.
Housing Urban and Rular Development #10340576 Price Bid
Tender For Proposed Repair And Renovation Work Of Conference Room In Ada Office Aligarh - Providing and Making of Storage cabinet with drawers/ wall mount cabniets with shelves and Table with drawers and bookshelf with glass door as per the design/ drawing and instructions of Engineer Incharge fabricated withTermite Proof and BWPPlywood of centuryplywood/ Greenply/ Archid ply/ Kitply, covering up with Mica/ laminateof 1mm thickness of Century/ greenlam /Archid/ Surfica/Airolam, with Nails, fevicols etc complete including the hardware and fittings such as Handle, Telescopic hinges, Telescopic Channels, locks, magnet etc. complete. Main Framing with 19/ 18mm and rest portion with thickness as per the design/ instructions of Architect/ Enginer in chargeFor design details drawing is attached. This includes making cutouts inthe Table, buffer, fixing of the Electrical switch/ Socket, Desk Wire Cord Cable Grommets Hole Cover for Office PC Desk Cable Cord Organizer etc.Measurement of the Table / Cabinet will be taken in elevation i.e Length x Height only. 2 Providing and fixing, in position concealed G.I. section for wall paneling using board of required thickness fixed on the ‘W’ profile (0.55 mm thick) having a knurled web of 51.55 mm and two flanges of 26 mm each with lips of 10.55 mm, placed @ 610 mm C/C in perimeter channel having one flange of 20 mm and another flange of 30 mm with thickness of 0.55 mm and web of length 27 mm. Perimeter channel is fixed on the floor and the ceiling with the nylon sleeves @ 610 mm C/C with fully threaded self-tapping dry wall screws. Board is fixed to the ‘W’ profile with 25 mm countersunk ribbed head screws @ 200 mm C/C., all complete as per the drawing & directions of engineer-in-charge, the joints of the boards are finished with specially formulated jointing compound and 48 mm wide jointing tape to provide seamless finish . (Acoustic wall panneling) 3 Providing and fixing Centre Table with 18mm thick Pre-Laminate Particle Board Top and powder coated Anodize Aluminium Section Frame of sizeL1200mm X B600mm X H450mm 4 Providing and fixing false ceiling at all heights including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50 mm long with 6 mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25 mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer’s specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineerin Charge but excluding the cost of painting with :12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) 5 Providing and Fixing window blinds of waterproof suitable materialas required window size (including 1 x Roller Shade, 1 x Plastic Cord/Chain, 2 x Brackets (Can be fixed to the wall ), 4 x Screws and 4 x Fishers) with functionality convenience for any home or offices, provide excellent UV protection, complete room darkening and enhanced privacy all complete as per drawings, specification and direction of the Engineer in Charge. 6 Providing and fixing factory made uPVC glazed/wire mesh windows/ doors comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mmfor Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced with galvanized mild steel section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and Inline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8 mm dia with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367 : Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all corners, including drilling of holes for fixing hardware and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of approved size and quality, all complete as per approved drawing conforming to CPWD specification & direction of Engineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge. Wire mesh / Glazing of plain/ toughened/ laminated/ double glass unit with / without high performance coatings as per design requirements and conforming to IS: 3548 & IS: 16231 shall be paid separately.Note:- Structural design proof checked from a Government Engineering Institute, to be provided by the manufacturer for :(i) Sites with basic wind speed > 45 m/sec as per IS 875 – Part 3 (ii) Sites with structure height more than 20m for all wind speeds (Fixed window / ventilator with mullion / transom)Using R3 series with frame (55 mm & above )x (45 mm & above) & mullion (55 mm & above)x (65 mm & above). (Height upto 2.5 metre) 7 Providing & fixing glass panes with putty and glazing clips in existing doors, windows, clerestory windows frame all complete with : 5.5 mm thick glass panes 8 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). Second class teak wood 9 Providing and fixing ISI marked flush door shutters conforming to IS :2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters.35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. 10 Providing and fixing bright finished mortice lock with 4 levers pair of handles of approved quality for doors, with necessary screws etc. complete as per direction of Engineer- in-charge. Makes : Godrej, Harrison 11 Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. Twin rubber stopper 12 Providing and fixing bright finished brass handles with screws etc. complete: 125 mm 13 Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : 250x16 mm 14 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 250x10 mm 15 Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. 16 Providing and fixing ceramic planter for indoor in size 600mm x 300mm including filling of good earth with fertilizer and Plantation of plant. 17 Providing and fixing acrylic LED logo sign board in 3D concept with necessary accessories and screws etc. complete 18 Providing and supply Sofa cover for 3 seater of approved colour and design. 19 Providing and supply wooden Magazine Display Racks upto 5 feet height with 4 shelves of approved colour and design, decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of racks. 25 mm thick using block board 20 Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm 21 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete. 22 Dismantling W.C. Pan of all sizes including disposal of dismantled materials including malba all complete as per directions of Engineer-in-Charge. 23 Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : 24 Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. For thickness of tiles 10 mm to 25 mm 25 Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : (a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours. (b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. 26 Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. 27 Dismantling aluminium/ Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable material and stacking of serviceable material with in 50 meters lead as directed by Engineerin-charge. 28 Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins,rafters and trusses and including cutting to size and shape wherever required.0.63 mm thick with zinc coating not less than 275 gm/ m² 29 VIP Chair Geeken Model No. GS 356 Knee Tilt 30 Visitor Chair Geeken Model No. GS 322 Nylon Base 31 Audio & Video in Conference Room 32 Plumbing and sanitary work
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 4
Uttar Pradesh View Result →
10.
Housing Urban and Rular Development #10310787 Price Bid
Tender For Beautification work of Jhalimali Temple Under CM Ghoshna No 695/2024 2.8.1Earth Work In Excavation By Mechanical Means (Hydraulic Excavator) / Manual Means In Foundation Trenches Or Drains (Not Exceeding 1.5 M In Width Or 10 Sqm On Plan), Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M, Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M. , 4.1.8 Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level 1:4:8 (1 Cement : 4 Coarse Sand (Zone-Iii) : 8 Graded Stone Aggregate 40 Mm Nominal Size , 5.1.2 Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete, Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement -All Work Up To Plinth Level : 1 :1.5:3 (1 Cement : 1.5 Coarse Sand (Zone-Ill) Derived From Natural Sources : 3 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources) , 5.35.3 Reinforced Cement Concrete Work In Beams, Suspended Floors, Roofs Having Slope Up To 15° Landings, Balconies, Shelves, Chajjas, Lintels, Bands, Plain Window Sills, Staircases And Spiral Stair Cases Above Plinth Level Up To Floor Five Level, Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement With 1 :1.5:3 (1 Cement: 1.5 Coarse Sand(Zone-111) Derived From Natural Sources : 3 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources). , 6.1.2Brick Work With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation 7.5 In Foundation And Plinth I N :6 . 1 . 2 Cement Mortar 1 :6 (1 Cement: 6 Coarse Sand) , 6.4.2Brick Work With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation 7.5 In Superstructure Above Plinth Level Up To Floor V Level In All Shapes And Sizes In : 6.4.2 Cement Mortar 1 :6 (1 Cement: 6 Coarse Sand) , 5.22.6Steel Reinforcement 5.22 Steel Reinforcement For Reinforced Cement Concrete Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Upto Plinth Level. 5.22.6 Thermo-Mechanically Treated Bars Of Grade Fe-5000 Or More. , 10.25.2Steel Work Welded In Built Up Sections/ Framed Work, Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer Using Structural Steel Etc. As Required 10.25.2 In Gratings, Frames, Guard Bar, Ladder, Railings, Brackets, Gates And Similar Works , 13.1.2Cement Plaster (In Fine Sand) 13.1 12 Mm Cement Plaster Of Mix : 13.1.2 1:6 (1 Cement: 6 Fine Sand) , 13.80 Providing And Applying White Cement Based Putty Of Average Thickness 1 Mm, Of Approved Brand And Manufacturer, Over The Plastered Wall Surface To Prepare The Surface Even And Smooth Complete. , 13.41.1 Distempering With 1St Quality Acrylic Distemper (Ready Mixed) Having Voc Content Less Than 50 Gram/Litre, Of Approved Manufacturer And Of Required Shade And Colour All Complete To Achieve Even Shade And Colour : 13.41.1 New Work (Two Or More Coats) Over And Including Water Thinnable Priming Coat With Cement Primer Having Voc Content Less Than 50 Gram/Litre , 13.45.1 Finishing Walls With Textured Exterior Paint Of Required Shade : 13.45.1 New Work (Two Or More Coats Applied @ 3.28 Ltr/10 Sqm) Over And Including Priming Coat Of Exterior Primer Applied @ 2.20Kg/10 Sqm , 9.147A Providing And Fixing Factory Made Upvc Glazed/Wire Mesh Windows/ Doors Comprising Of Lead Free Upvc Multi-Chambered Frame, Sash And Mullion/Coupler (Where Ever Required) Extruded Profiles Having Minimum Wall Thickness Of 1.70 Mm For Series R1 And R2 Profiles And 2 . 1 0 Mm For Series R3 And R4 Profiles Conforming To En: 12608 In Any Shape, Colour And Design Duly Reinforced With Galvanized Mild Steel Section Made Of Required Shape & Size As Per Cpwd Specification, Upvc Extruded Glazing Beads, Interlocks And Lnline Sash Adaptor (Where Ever Required) Of Appropriate Dimension, Epdm Gasket, Hardware, Ss 304 Grade Fasteners Of Minimum 8 Mm Dia With Countersunk Head, Comprising Of Matching Polyamide Pa6 Grade Sleeve For Fixing Frame To Finished Wall As Per Is 1367 : Part 1 To 1 4 , Plastic Packers, Plastic Caps And Necessary Stainless Steel Screws Etc. Profile Of Frame, Sash & Mullion (If Required) Shall Be Mitred Cut And Fusion Welded/Mechanically Jointed Duly Sealed At All Corners, Including Drilling Of Holes For Fixing Hardware And Drainage Of Water Etc. After Fixing Frame The Gap Between Frame And Adjacent Finished Wall Shall Be Filled With Weather Proof Silicon Sealant Over Backer Rod Of Approved Size And Quality, All Complete As Per Approved Drawing Conforming To Cpwd Specification & Direction Of Engineer-In-Charge. Section Of Steel Reinforcement And Cross Sections Of Upvc Profiles To Be As Per Design Approved By Engineer-In-Charge. Wire Mesh I Glazing Of Plain/ Toughened/ Laminated/ Double Glass Unit With I Without High Performance Coatings As Per Design Requirements And Conforming To Is: 3548 & Is: 16231 Shall Be Paid Separately. 9.147.A5 Three Track Three Panels Sliding Window With Aluminium Channel For Roller Track, Wool Pile, Nylon Rollers With Ss 304 Body. 9.147.A5.1 Using R2 Series With Frame (70 Mm & Above) X (40 Mm & Above) & Sash (25 Mm & Above) X (50 Mm & Above) With Zinc Alloy (Zamak) Powder Coated Touch Locks With Hook. (Height Upto 1 . 2 Metre). , 4.1.2Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level: 1 :1 %:3 (1 Cement: 1 % Coarse Sand (Zone-Ill) Derived From Natural Sources : 3 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources) , 7.1.1Random Rubble Masonry With Hard Stone In Foundation And Plinth Including Levelling Up With Cement Concrete 1:6:12 (1 Cement : 6 Coarse Sand : 12 Graded Stone Aggregate 20 Mm Nominal Size) Upto Plinth Level With Cement Mortar 1:6 (1 Cement : 6 Coarse Sand) , 7.8.1 Coursed Rubble Masonry With Hard Stone (First Or Second Sort) In Superstructure Above Plinth Level And Upto Floor Five Level. Masonry Work (First Sort), In Cement Mortar 1 :6 (1 Cement : 6 Coarse Sand) , 5.9.1 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For Lintels, Beams, Plinth Beams, Girders, Bressumers And Cantilevers Foundations, Footings, Bases Of Columns, Etc. For Mass Concrete , 5.9.3 Suspended Floors, Roofs, Landings, Balconies And Access Platform , 5.9.5 Lintels, Beams, Plinth Beams, Girders, Bressumers And Cantilevers , 10.2 Structural Steel Work Riveted, Bolted Or Welded In Built Up Sections, Trusses And Framed Work, Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer All Complete. , 13.48.3 Painting Steel Work With Deluxe Multi Surface Paint To Give An Even Shade. Two Or More Coat Applied @ 0.90 Ltr/ 10 Sqm Over An Under Coat Of Primer Applied @ 0.80 Ltr/ 10 Sqm Of Approved Brand And Manufacture 13.48.3 , 9.1.1 Providing Wood Work In Frames Of Doors, Windows, Clerestory Windows And Other Frames, Wrought Framed And Fixed In Position With Hold Fast Lugs Or With Dash Fasteners Of Required Dia & Length (Hold Fast Lugs Or Dash Fastener Shall Be Paid For Separately). , 9.7.1 Providing And Fixing Panelling Or Panelling And Glazing In Panelled Or Panelled And Glazed Shutters For Doors, Windows And Clerestory Windows (Area Of Opening For Panel Inserts Excluding Portion Inside Grooves Or Rebates To Be Measured). Panelling For Panelled Or Panelled And Glazed Shutters 25 Mm To 40 Mm Thick. Second Class Teak Wood , 9.97.1 Providing And Fixing Aluminium Tower Bolts, Isi Marked, Anodised (Anodic Coating Not Less Than Grade Ac 10 As Per Is : 1868 ) Transparent Or Dyed To Required Colour Or Shade, With Necessary Screws Etc. Complete: 300X10 Mm , 9.101.1 Providing And Fixing Aluminium Hanging Floor Door Stopper, Isi Marked, Anodised (Anodic Coating Not Less Than Grade Ac 10 As Per Is : 1868) Transparent Or Dyed To Required Colour And Shade, With Necessary Screws Etc. Complete. Single Rubber Stopper , 13.68.1 French Spirit Polishing :Two Or More Coats On New Works Including A Coat Of Wood Filler , 11.26.1 Kota Stone Slab Flooring Over 20 Mm (Average) Thick Base Laid Over And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slab, Including Rubbing And Polishing Complete With Base Of Cement Mortar 1 : 4 (1 Cement: 4 Coarse Sand):25 Mm Thick , 13.14 15 Mm Cement Plaster 1:2 (1 Cement : 2 Stone Dust) On The Rough Side Of Single Or Half Brick Wall , 11.37 Providing And Laying Ceramic Glazed Floor Tiles Of Size 300X300 Mm (Thickness To Be Specified By The Manufacturer) Of 1St Quality Conforming To Is : 15622 Of Approved Make In Colours Such As White, Ivory, Grey, Fume Red Brown, Laid On 20 Mm Thick Cement Mortar 1 :4 (1 Cement : 4 Coarse Sand), Jointing With Grey Cement Slurry @ 3.3 Kg/Sqm Including Pointing The Joints With White Cement And Matching Pigment Etc., Complete. , 11.37A Providing And Fixing 1St Quality Ceramic Glazed Floor Tiles Conforming To Is : 15622 (Thickness To Be Specified By The Manufacturer) Of Approved Make In All Colours, Shades Except Burgundy, Bottle Green, Black Of Any Size As Approved By Engineer-In-Charge In Skirting, Risers Of Steps And Dados Over 12 Mm Thick Bed Of Cement Mortar 1 :3 (1 Cement: 3 Coarse Sand) And Jointing With Grey Cement Slurry @ 3.3Kg Per Sqm Including Pointing In White Cement Mixed With Pigment Of Matching Shade Complete. , 18.8.1 Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fittings, I/C Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement And The Cost Of Cutting Chases And Making Good The Same Including Testing Of Joints Complete As Per Direction Of Engineer In Charge.Concealed Work, Including Cutting Chases And Making Good The Walls Etc. 15 Mm Nominal Outer Dia Pipes , 18.8.2 20 Mm Nominal Outer Dia Pipes , 18.8.4 32 Mm Nominal Outer Dia Pipes , 18.9.6 Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineer In Charge. External Work 50 Mm Nominal Outer Dia .Pipes. , 17.78 Providing And Fixing White Vitreous China Extended Wall Mounting Water Closet Of Size 780X370x690 Mm Of Approved Shape Including Providing & Fixing White Vitreous China Cistern With Dual Flush Fitting, Of Flushing Capacity 3 Litre/ 6 Litre (Adjustable To 4 Litre/ 8 Litres), Including Seat Cover, And Cistern Fittings, Nuts, Bolts And Gasket Etc Complete. , 17.20.1 Providing And Fixing Solid Plastic Seat With Lid For Pedestal Type W.C. Pan Complete : White Solid Plastic Seat With Lid , 17.7A Providing And Fixing Wash Basin With C.I. Brackets, 15 Mm Dia Cp Brass Single Hole Basin Mixer Of Approved Quality And Make, Including Painting Of Fittings And Brackets, Cutting And Making Good The Walls Wherever Required:- White Vitreous China Wash Basin Size 550X400 Mm With A 15 Mm Cp Brass Single Hole Basin Mixer , 17.22A Providing And Fixing Cp Brass 32Mm Size Bottle Trap Of Approved Quality & Make And As Per The Direction Of Engineer-In-Charge. , 17.31 Providing And Fixing 600X450 Mm Beveled Edge Mirror Of Superior Glass (Of Approved Quality) Complete With 6 Mm Thick Hard Board Ground Fixed To Wooden Cleats With C.P. Brass Screws And Washers Complete. , 17.34.1 Providing And Fixing Toilet Paper Holder : C.P. Brass , 18.49.1 Providing And Fixing C.P. Brass Bib Cock Of Approved Quality Conforming To Is:8931 : 15 Mm Nominal Bore. , 18.52.1 Providing And Fixing C.P. Brass Stop Cock (Concealed) Of Standard Design And Of Approved Make Conforming To Is:8931. 15 Mm Nominal Bore , 19.4.3.1 Providing And Fixing Square-Mouth S.W. Gully Trap Class Sp-1 Complete With C.I. Grating Brick Masonry Chamber With Water Tight C.I. Cover With Frame Of 300 X300 Mm Size (Inside) The Weight Of Cover To Be Not Less Than 4.50 Kg And Frame To Be Not Less Than 2.70 Kg As Per Standard Design: 180X150 Mm Size P Type. With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation 7.5 , 18.33.118.33.1 Constructing Masonry Chamber 60X60x75 Cm Inside, In Brick Work In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) For Sluice Valve, With C.I. Surface Box 100Mm Top Diameter, 160 Mm Bottom Diameter And 180 Mm Deep ( Inside) With Chained Lid And Reinforced Cement Concrete Top Slab 1:2:4 Mix (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20Mm Nominal Size ) , I/C Necessary Excavation, Foundation Concrete 1:5:10 (1 Cement : 5 Fine Sand : 10 Graded Stone Aggregate 40 Mm Nominal Size) And Inside Plastering With Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) 12 Mm Thick, Finished With A Floating Coat Of Neat Cement Complete As Per Standard Design : With Common Burnt Clay F.P.S.(Non Modular) Bricks Of Class Designation 7.5 , 19.2.1 Providing And Laying Cement Concrete 1:5:10 (1 Cement : 5 Coarse Sand : 10 Graded Stone Aggregate 40 Mm Nominal Size) All-Round S.W. Pipes Including Bed Concrete As Per Standard Design : 250 Mm Diameter S.W. Pipe 100 Mm Diameter S.W. Pipe , 19.2.4 250 Mm Diameter S.W. Pipe , 19.32.1 Making Soak Pit 2.5 M Diameter 3.0 Metre Deep With 45 X 45 Cm Dry Brick Honey Comb Shaft With Bricks And S.W. Drain Pipe 100 Mm Diameter, 1.8 M Long Complete As Per Standard Design. 19.32.1 With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation 7.5 , 11.41.2 Providing And Laying Vitrified Floor Tiles In Different Sizes (Thickness To Be Specified By The Manufacturer) With Water Absorption Less Than 0.08% And Conforming To Is: 15622, Of Approved Make, In All Colours And Shades, Laid On 20 Mm Thick Cement Mortar 1 :4 (1 Cement: 4 Coarse Sand), Jointing With Grey Cement Slurry @ 3.3 Kg/ Sqm Including Grouting The Joints With White Cement And Matching Pigments Etc., Complete. 1 1 . 4 1 . 2 Size Of Tile 600X600 Mm
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 4
Uttarakhand View Result →
11.
Science and Technology #10291902 Price Bid
Tender For Civil Renovation Work Of Ccgm Building At Csir-Neeri, Nagpur; 1 Dismantling Gypsum/ aluminium/Wooden partitions , fixed glazing and false ceiling including disposal of unserviceable material and stacking of serviceable material with in 50 meters lead as directed by Engineer-in-charge. 2 Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in charge. 3 In cement mortar 4 Dismantling of Indian type Water Closet along with flushing cystern / Europian type Water Closet/Urinals along with flushing cystern / Wash basin / Water Heater with all inlet & outlet puprline / Sintex Over Head Water Tanks at all floor level along with all fixturesof any size including stacking of useful materials in NEERI premisesand disposal of unserviceable materialswith all lead and lift as per direction of Engineer-in-charge: 5 Dismantlingoldplasterorskirtingrakingoutjointsandcleaningthe surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. 6 Dismantlingall type of tile work in wall, floors and roofs laid in cement mortar including its base plaster, P.C.C. & stacking material within 50 metres lead. 7 For thickness of tiles 10 mm to 25 mm 8 Dismantling G.I. pipes (external , Internal & concealed)aftertakingoutthepipes,manually/bymechanicalmeans includingstackingofpipeswithin 50metres leadasperdirectionof Engineer-in-charge : 9 15 mm to 40 mm nominal bore 10 Dismantlingdoors,windowsandclerestory windows(steelorwood) shutterincludingchowkhats,architrave,holdfastsetc.completeand stacking within 50 metres lead : 11 Of area 3 sq. metres and below 12 Dismantlingold rain ,waste water C.I. pipesincludingexcavation if required andrefilling , takingoutthepipes,manually /bymechanicalmeansstacking of pipeswithinNEERIpremises with all lead as per the direction of Engineer-in-charge: 13 Up to 150 mm diameter 14 Demolishingcementconcretemanually/bymechanicalmeans including refiling and disposal of material within 50 metres lead as per direction of Engineer - in - charge. 15 1:3:6 or richer mix 16 Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. 17 Removing dry or oil bound distemper, plastic emulsion, water proofing cement paint and oil paintby scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. 18 Diluting and injecting chemical emulsion for POST-CONSTRUCTIONALanti-termitetreatment(excludingthecostof chemical emulsion) : 19 Treatment of existing masonry using chemical emulsion @ one litre per hole at 300 mm interval including drilling holes at45 degree and plugging them with cement mortar 1:2 (1 cement: 2 coarse sand) to the full depth of the hole 20 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration 21 Supplying chemical emulsion in sealed containers including delivery as specified for post constructional anti-termite treatment. 22 Chlorpyriphos/ Lindane emulsifiable concentrate of 20% 23 Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in super structure above plinth level up to floor V level in : 24 Cement mortar 1:4 (1 cement : 4 coarse sand) 25 12mm cement plaster of mix: 26 1:4 (1 cement: 4 fine sand) 27 Providing and laying cement concrete in retaining walls, return walls,walls (any thickness) including attached pilasters, columns, abutments, pillars, posts, struts, buttresses, string or lacing courses,parapets, coping, bed blocks, anchor blocks, plain window sills, fillets,sunken floor etc., up to floor five level, excluding the cost of centering,shuttering and finishing: 28 1:2:4(1 cement:2 coarse sand: 4 graded stone aggregate 20mm nominal size) 29 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.- 30 All kinds of soil 31 Supplying and laying boulder soling (soling stone 125 to 45 mm)and voids filled withmurum below floor and plinth including wateringcompacting and consolidating in layer not more than 150mm thick etc. complete 32 Providingandfixing15-18 mmthickgangsawcutmirrorpolishedand prepolished machine cut of any colourshade and size for kitchen platforms, vanity counters, window sills , facias and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement cement,mixedwithmatchingpigment,epoxytouchups, including rubbing, curing and polishing, edge full moulding on both sideor wherever necessarry as per drawingand instruction of Engineer Incharge etc. complete at all levels. 33 Granite of any colour and shade 34 Providing and laying rectified Glazed Ceramic floor tiles of size 300x300mm or more (thickness to be specified by the manufacturer), of 1stquality conforming to IS : 15622, of approved make, in colours White,Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4(1 Cement: 4 Coarse sand), jointing with grey cement slurry @ 3.3kg/ sqm including grouting the joints with white cement and matchingpigments etc., complete. 35 Providing and fixing 1st quality ceramic glazedtiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approvedmake in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarsesand) and jointing with grey cement slurry @ 3.3kg per sqmincluding pointing in white cement mixed with pigment of matching shadecomplete. 36 Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer,in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average6 mm thickness, including grouting of joints.( Matt/Antiskid) 37 Vitrified tiles of size 800x800mm 38 Providing and laying Vitrified tiles in different sizes (thickness to bespecified by anufacturer), with water absorption less than 0.08 % andconforming to I.S. 15622, of approved make, in all colours & shade, inskirting, riser of steps, Dado over on cement based high polymermodified quick-set tile adhesive (Water based) conforming to IS: 15477 in average 6mm thickness including grouting the joint with white cement & matching pigments etc. complete. 39 Vitrified tiles of size 800x800mm 40 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters.30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws . 41 Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of shutters (over all area of door shutter to be measured) 42 Providing&Fixingdecorativehighpressurelaminatedsheetofplain/ woodgrainingloss/matt/suedefinishwithhighdensityprotective surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 Type S including cost of adhesive of approved quality 43 1.0 mm thick. 44 Providing and fixing aluminium work for windows and ventilators with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : 45 For fixed portion: including Powdercoatedaluminium (minimumthicknessofpowder coating 50 micron) shade as approved by the Engineer in charge. 46 Forshutters: ofdoors,windows&ventilatorsincluding providing and fixing hinges/ pivots and making provision for fixingoffittingswhereverrequiredincludingthecostof PVC / neoprene gasket required (Fittings shall be paid for separately) including Powdercoatedaluminium(minimumthicknessofpowder coating 50 micron)shade as approved by the Engineer in charge. 47 Providing and fixing factory made uPVC glazed/wire mesh windows/doors comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced withgalvanized mild steel section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and Inline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware,SS 304 grade fasteners of minimum 8 mm dia with countersunk head, comprising of matching polyamide PA6 grade sleevefor fixing frame to finished wall as perIS 1367 : Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all corners, including drilling of holes for fixing hardware and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of approved size and quality and including all fitting and fixtures, all complete as per approved drawing conforming to CPWD specification & direction of Engineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge. Wire mesh / Glazing of plain/ toughened/ laminated/ double glass unit with / without high performance coatings as per design requirements and conforming to IS: 3548 & IS: 16231 shall be paidseparately. 48 Three track three panels sliding window with two glazed & one wire mesh panels with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body. 49 Using R3 series with frame (98mm & above) x (40mm & above) & both glazed and fly screen sash (30mm & above) x (55mm & above) with zinc alloy (zamak) powder coated handle on every glazed panel along with multi-point locking system. (Height upto 1.8m). 50 Casement door double panel with French (False) Mullion with zinc alloy (zamak) 3D hinges, multi-point locking system with cylinder, zinc alloy (zamak) powder coated handles on both sides. 51 Using R3 series with frame (55 mm & above) x (50mm & above) & sash (55 mm & above) x (85mm & above) & French (False) mullion (55 mm & above) x (60mm & above). (Height upto 2.5 metre). 52 Fixed window / ventilator/ parition with mullion / transom. 53 Using R3 series with frame (55mm& above ) x (45mm& above) & mullion (55mm & above) x (65mm & above). (Height upto 2.5metre) 54 Providing & fixing 65mm thick full ht. Dead partition with 8mm thick cement board (fire resitance paramiter as per BS 476- Part 22 with resistance of 134 min. or Equivalent) to either side of frame of 50 mm x 50 mm x 1mm Aluminium sections at less than 610 mm c/c. Including 65mm thk. Including Wicket gate with all necessary fittings & 15-19 mm thick black granite strip, with half round poilshed edge fixed with necessary adhesive on partition edges as per drawing. The item also includes grouting frame in floor etc. complete.As per drawing. 55 Providing & preparing Laboratory platform 600-800 mm wide out of 16 mm thk. Black granite supported over 12 mm thk. Cement Board including double moulding on the edges, with 25 x 50 mm size Aluminium hollow pipes (TW inserted) for framing etc. complete. 15 mm thk. PVC Panel shutters shall be screwed to Al. framework, via hinges. Intermediates shelves & pull-out working tray operating on telescopic channels shall be out of 15 mm thk. PVC panel. Necessary hardware like S.S. Handles, magnets, locks, etc. shall be considered. All edges shall be finished with 10mm thk.t.w. beadings. All beadings shall have 03 coats of acrylic emulsion paint after relevant coat of wood primer, with finishing etc. complete. (All Hardware-Ebco or equivalent make) 56 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per therchitectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): 57 With float glass panes of 5 mm thickness 58 Providing and fixing stainless steel grade 304 mosquito net/wire gauze of average width of aperture 1.2-1.4mm with wire of 26 gauge mm with powder coated suitable aluminimum section (8X18 mm), 1.2mm th. fordoors,windowsin aluminium window etc. complete of make as approved by the Engineer in charge. 59 Providingandfixingaluminium/SSslidingdoorboltsISImarkedanodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete : 60 300x16 mm 61 Providingandfixingaluminium/SSslidingdoorboltsISImarkedanodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete : 62 125 mm 63 Providingandfixingaluminium/SShangingfloordoorstopperISImarked anodised (anodiccoating not lessthan gradeAC10asperIS:1868) transparent or dyed to required colour and shade with necessary screws etc. complete. 64 Twin rubber stopper 65 Providing and fixing aluminium/SS tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 66 250x10mm 67 Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with IS:3564 embossed on the body, door weight 36 kg to 80kg and door width 701mm to 1000mm) (make- Godrej or as approved) with double speed adjustment with necessary accessories and screws etc. complete. 68 Filling the gap in between aluminium frame & adjacent RCC/ Brick/Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction ofEngineer-in-charge complete. Upto 5mm depth and 5 mm width 69 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 70 Finishing with Deluxe Multi surface paint system for interiors using Primer as per manufacturers specifications including scafolding : 71 Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr / 10 sqm 72 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : 73 Two or more coats on new work 74 Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 75 In gratings, frames, guard bar, ladder, railings, brackets, gatesand similar works 76 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable lockingarrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 77 Providing & Fixing 15mm C.P. brass Concealedstop cockwith protection cap(CON-083FTK of Jaquar) with exposed part kit of concealed stop cock with fitting sleeve, operating lever and adjustable wall flange with seal(CON-083FTK) , washer complete, including cutting & making good the wall wherever required. As per list of approved make or Equivalent or as directed by Engineer Incharge 78 Providing and fixing white vitreous china wall hung wash basin 460x415x200m aprox (Model -CNS-WHT-305 of jaquar) with half pedestal wall Hung basin with fixing accessories andfittings / bracket including 15mmC.P brass Pillarcock auto closing system(Jaquar-PRS-031 or equivalent ), C.P Bottle Trap Casted Heavy(Jaquar-ALD769L 250/300X190 or equivalent),32mm C.P. brass waste coupling(Jaquar-ALD705 80mm height or equivalent)full thread, brass angularstop cock with wall flange(CON-059KN), CP copper connecting pipe 450mm( ALD-805B) includingcutting and making good the walls wherever required etc. Complete as per the instruction of Engineer incharge. 79 Providing and fixing vitreous china rimless wall hung WC with UF soft closing slim seat cover, hinges, accessories set (CNS-WHT-963UFSM) with allfittings &wall hung cistern with 39mm L bend drainage& extension pipe withgasket & O-ring & instalaltion kit ( top cover with ledge(ESH-WHT-184AN of jaquar essco) with installation of complete, brass angularstop cock with wall flange(CON-059KN), CP copper connecting pipe 450mm( ALD-805B) etc complete cutting and making good the walls and floors wherever required as per approved make of Jaquar or approved equivalent make. The approved make like Jaquar/Kohler make. Size 380x515x360mm 80 Providing and fixing 630x445mm Swivel Mirror (AKP-35795 of jaquar) for wash basin rectangular shape for gents and ladies toilet from approved make such as Jaquar/Kolhar/Roca having beveled edge with required fixtures such as bracket and screws etc. complete as per the direction of Engineer-in-charge. 81 Providing and fixing C.P brass Quarter turn two way Bib cockwith wall flange(CON-041KN of jaquar) ofapproved make as per the instruction of Engineer-In-charge. 15 mm nominal bore. 82 Providing and fixing health faucet(jetspray)( ALD 573 of jaquar) of 8mm dia. 1 meter long flexible tube and hook ofapproved make as per the instruction of Engineer-In-charge. 83 Providing and fixing G.I. Pipes complete with G.I. fittings and clamps,i/c making good the walls etc. concealed pipe, including paintingwith anti corrosive bitumastic paint, cutting chases and making good the wall etc. 84 15 mm nominal outer dia Pipes 85 Providing and fixing G.I. pipes complete with G.I. fittings and clamp including cutting and good the wall etc 86 25 mm nominal outer dia Pipes 87 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete 88 25 mm nominal bore 89 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 90 25 mm nominal bore 91 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: 92 100x100 mm size P type With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 93 Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 94 25 to 40 mm nominal bore 95 Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : 96 For pipes 100 to 250 mm diameter 97 Providing and fixing on wall face/floor with clips unplasticised - PVC (SWR type A,working pressure 4 Kgf per sq cm )pipes conforming toIS: 13592 includingall fittings like Tee, Bend,cleaning type,Y etc.conforming toIS: 14735,scafolding & jointing with sealring/ solvent cement and testing of joints complete, conformingtoIS: 5382 leavinggap for thermal expansionof make Supreme/Kissan classic/Prince as approved by the Engineer in charge. 98 Single socketed pipes 110 mm diameter 99 Single socketed pipes40mm diameter 100 Single socketed pipes 75mm diameter 101 Providing and fixing on floor110x75mm PVC(SWR)Nahani trap conforming toISof makeas approved by the Engineer in charge. 102 Providing and fixing stainless steel jali (grating) with or without hole for waste pipe for floor/ nahani trap. 103 110mm dia 104 Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement :5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement: 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: 105 Inside dimensions 600x 850 mm and 45 cm to 60cm deep for pipe line with three or more inlets : 106 With common burnt clay F.P.S. (non modular)bricks of class designation 7.5 107 Providing and fixing white vitreous china laboratory sink with C.I. brackets, C.P. brass chain with rubber plug, 40 mm C.P brass waste and 40mm C.P. brass trap with necessary C.P. brass unions complete, including painting of fittings and brackets, cutting and making good the wall wherever required : 108 Size 600x450x200 mm 109 Bench/wall Mounted 3 Way swan neck Column With Swiveling Spout, Water Flow Around 40i/min At 3 Bars Pressure, Surface Protection:epoxy Powder Coating Ral 7035 Materials:brass / Handle In Pp Head work Sealing. 110 Removing and refixing exisitng false ceiling frame and sheet with necessary fitting and fixtures and framing work without damaging the sheet as instruction ofEnginner incharge etc. complete 111 Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : 112 In 75x75 mm deep chase 113 Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open groove for linear as well as curvilinear portions of the building , for all heights and all levels etc. including:(a) Structural analysis & design and preparation of shop drawing for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design. (b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades made out of 4mm thick aluminium composite panel material consisting of 3mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc.(c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations 114 and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation including the cost of aluminium frame work with minimum 1.2mm thick aluminium sections for ACP cladding. The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places. 115 Providing and fixing vertical blinds with 100mm Louver width, quality of approved make fabric made of 100% polyester woven fabric thickness 0.40mm with Acrylic coating resistance to Cracking & Fraying and treated for dust repellency, UV proof , virtually maintenance free having plastic bottom chain thickness of chain-0.50mm and diameter-3mm, Plastic with metal bottom weight - 116.20mmX48.30mm and suitable coating on exterior, including all fixtures and fittings complete in all respect as per design/color/shade including requisite installation brackets etc as required for installation at site with anchoring arrangements complete as directed by engineer incharge. 116 Providing and fixing precoated galvanized iron profile sheets(size, shape and pitch of corrugation as5% total coated thickness (TCT), Zinc coating 120gsm as per IS: 277 in approved by Engineer-in-charge) 0.05 mm. 240 mpa mm steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches while transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55mm) with EPDM seal or with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead complete upto any pitch in horizontal/ vertical or curved surfaces excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 117 Providingandfixingprecoatedgalvanisedsteelsheetroofing accessories 0.50 mm +/- 5% total coated thickness (TCT), Zinc coating 120gsmasperIS:277in240mpasteelgrade,5-7micronsepoxy primer on both side of the sheet and polyester top coat 15-18 microns usingselfdrilling/selftapping screwsorwithpolymer coatedJorL hooks, bolts and nuts andorG.I. seam bolts andnuts,G.I. plainand bitumen washers complete : 118 Gutter .(600 mm over all girth) 119 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). 120 Providing JCBincluding driver, helper and fuels chargesfor loading and unloading any type of road material debrises including filling, levelling the ground,cleaning in any area like jungle, broken branches of trees, debrises of institute campus etc. complete as per the direction of Engineer-in-charge. 121 Providing Tipper/ truck includingDriver, helper and Fuels charges for cleaningof debrises/malba, soil, wooden logs, dried trees, shifting construction material, sand, road material and shiftfrom one place to another place in NEERI campus including loading and unloading as per the direction of engineer-in-charge .
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
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12.
Civil Aviation #10288983 Price Bid
Tender For Interior Works For Dgca Examination Hall In Aaiclas Building At Chennai Airport Chennai; Dismantling aluminium/ Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable materials and stacking of serviceable materials with in 50 meters lead as directed by Engineer-in-charge. 2 Carriage of material by mechanical transport including loading, unloading and stacking.Lime/ Moorum/ BuildingRubbish for lead of 5km 3 Providing and fixing frame work for partitions/ wall lining etc. made of 50x50x1.6 mm hollow MS tube, placed along the walls, ceiling and floor in a grid pattern with spacing @ 60 cm centre to centre both ways (vertically & horizontally) or at required spacing near opening, with necessary welding at junctions and fixing the frame to wall/ ceiling/ floors with steel dash fasteners of 8 mm dia, 75 mm long bolt, including making provision for opening for doors, windows, electrical conduits, switch boards etc., including providing with two coats of approved steel primer etc. complete, all as per direction of Engineer-in-charge. 4 Providing and fixing in position wall panelling at all heights with integral densified calcium silicate panels/tiles of size 595 x 595 mm, having NRC (Noise Reduction coefficient) of 0.50 (minimum) as per IS 8225:1987, Light reflectance of 85% (minimum). Non combustible as per BS:476 (part-4), fire performance as per BS:476 (part 6 &7), humidity resistance of 100%, thermal conductivity <0.043 W/m K as per ASTM 518:1991, comprising of a frame made from especially fabricated galvanised mild steel sheet 0.50 mm thick pressed section (galvanizing @120 grams per sqm including both sides) i.e.vertical studs of size 48 x 34 x 36 mm are placed at 600 mm centre to centre in a floor and ceiling channel section of size 50 x 32 mm fixed to the floor and soffit at 600 mm centre using 12 mm dia,50 mm long wedge type expanded zinc alloy dash fastner with 10 mm bolt. This same channel is then to be fixed in horiziontal direction at 600 mm centre to centre so as to form a grid of 600 mm x 600 mm. Glasswool of 50 mm thickness is then to be inserted in the slots and finally calcium silicate non combustible panels/tiles are to be screw fixed with self tapping pan head nickel coated mild steel screws of size 13 x 3.2 mm on to this grid leaving an even groove of 1 mm between the panels. The joints between the panels are to be duly jointed and finished using recommended jointing calcium silicate based compound and fiber joint tape roll 50 mm wide (90 metre )roll and two coats of primer suitable for panelling as per manufacturer’s specification as per direction of Engineerin-Charge all complete.With 15 mm thick fully perforated square/butt edge lightweight calcium silicate panels/ tiles 5 Providing and fixing internal wall panels on Light gauge steel frame work with 12.5 mm thick gypsum plaster board conforming IS 2095:2011 fixed on cement board as per standard sizes fixed with self-drilling / taping screws / fasteners @ 60 cm c/c of approved make, Screws shall be of counter sunk rib head of 1.60 mm to 4 mm thick or 8 to 10 gauge of length varying from 25 to 45 mm. Proper taping and jointing to be done using fiber mesh tape and epoxy and acrylic based jointing compound for seamless finish.(cost of frame work to be paid for separately.Cement Fiber Board 8 mm thick of Type B, Category III as per IS 14862:2000 (High pressure Steam Cured) 6 Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of mainT runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross T of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main T at 600 mm center to center to form a grid of 1200x600 mm and secondary cross T of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main T runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T-sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge.12.5 mm thick fully perforated gypsum board tile made from plater board having glass fibre confirming to IS:2095 part I,of size 595x595 mm, having perforation of 9.7x9.7 mm at 19.4 mm c/c with center borders of 48 mm and the side borders of 30 mm, backed with non woven tissue on the back side, having an NRC (Noice Reduction Coefficient) of 0.79 with 50 mm resin bonded glass wool backing. 7 Providing & fixing in position Phenol bonded Bamboo wood flooring with planks of sizes 14 mm thick, minimum 1800 mm length and minimum 100 mm wide, in approved colour, texture and finish, having Performance Appraisal Certificate (PAC) issued by Building Materials & Technology Promotion Council (BMTPC). The flooring shall be fixed with tongue and groove interlocking system, with underlayment of 4 mm thick expanded polyethylene foam sheets having density 40 kg/cum, over prepared surface with necessary quarter round planks of size 1900 mm x 18 mm and door reducer of size 1900 mm x 44 mm, wherever required. The bamboowood planks shall have minimum density of 1000 Kg/cum & minimum Hardness 1000 Kgf. with Eco friendly UV coating, all complete as per direction of the Engineer in-charge. 8 Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete 9 Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. 10 Providing and fixing factory made uPVC glazed/wire mesh windows/ doors comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced with galvanized mild steel section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and Inline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8 mm dia with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367 : Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all corners, including drilling of holes for fixing hardware and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of approved size and quality, all complete as per approved drawing conforming to CPWD specification & direction of Engineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge.Wire mesh / Glazing of plain/ toughened/ laminated/ double glass unit with / without high performance coatings as per design requirements and conforming to IS: 3548 & IS: 16231 shall be paid separately. Note:- Structural design proof checked from a Government Engineering Institute, to be provided by the manufacturer for :(i) Sites with basic wind speed > 45 m/sec as per IS 875 – Part 3 (ii) Sites with structure height more than 20m for all wind speeds Casement door single panel with zinc alloy (zamak) 3D hinges, multi-point locking system with cylinder, zinc alloy (zamak) powder coated handles on both sides Using R3 series with frame (55 mm & above) x (50 mm & above) & sash (55 mm & above) x (85 mm & above) (Height upto 2.5 metre). 11 Providing and fixing double glazed hermetically sealed glazing in aluminium windows, ventilators and partition etc. with 6 mm thick clear float glass both side, having 12 mm air gap, including providing EPDM gasket, perforated aluminium spacers, desiccants, sealant (Both primary and secondary sealant) etc. as per specifications, drawings and direction of Engineer-in-charge complete.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
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13.
Drinking Water Supply and Sanitation #10279059 Price Bid
Tender For Rehabilitation Improvement And Basic Facility Of Parbati Dam District Dholpur. - 5.1.2Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect Hard / dense soil 2 Dismantling doors, windows and clear story windows (steel or wood) shutters including chowhats, architrave and holdfastsetc. Complete and stacking 50 m lead of area 3 square meter and below 3 Drilling more than 48 mm but upto 76 mm dia, holes in over burden hard soil compacted earth, morrum etc. for consolidation / curtain grouting in stages by percussion drilling including cost of drilling equipment, compressed air, water etc. complete and re-drilling in the hole through set grout if required. From 5 to 10 m depth 4 Providing and fixing welded mesh/expanded metal mesh in frame work, flat iron beading 20x3mm including top cross laps inside and out sides welding, iron bolts, crews, clips etc. complete (excluding frame work) of size.Welded mesh 50 x 50mm x 16 gauge 5 Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor as per PWD specification for electrical Works with ISI marked (IS:694) and as per IS 8130 : 2013 of 1.1 kV grade . Wire should be made from 99.90 % purity copper, class 5 stranding in acc. to IS:8130/IEC 60228 for lower watt loss , oxygen free for less chances of oxidization, insulation PVC type A/C/D , flame retardant as per IS 10810-53, better amperage rating as per IS:3961 part 5, in existing surface or recessed PVC/ MS conduit/casing capping making connections with Copper Lugs of suitable size, Ferrules,testing etc. as required. OEM Must have its own in house NABL lab setup for all testing facilities for wires. For additional technical parameters of product / work refer Annexure A attached with this BSR 6 Providing & Fixing of of Double ball bearing, copper wounded capacitor start single phase metallic blade fresh air fan, in existing opening including cost of hardware , flexible 3 core copper conductor ,making connections, testing etc. as required. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR . WITH 225 mm sweep 7 SITC of Monoblock motor pump set ISI marked (IS:9079-2002) with TEFC motor, motor should be IE2 class as per IEC 60034-2-1: 2007, IEC 60034-30: 2008, & IS12615:2011. withStainless steel Impellor, Stainless steel shaft, Mechanical seal, Single/Three phase ( 240 - 440 V ) permanent split capacitor type (PSC), fitted with thermal overload protection, Including cost of hardware etc on existing platform complete. Pump shall have following HP Rating, phase, Head, minimum Discharge respectively complete in all respect. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test certificate before execution. All as per pre approved by Engineer in charge. For additional technical parameters of products/work , refer Annexure A attached with this BSR . 0.5 HP, 1-Ø, (3 - 18)Mtr, (100-26) LPM 8 Supply , Installation, Testing and Comissioning of Inverter type Air Cooled Hi Wall split type Air conditioners with latest star rating system as per BEE amended upto date complete with Indoor unit(IDU), Out door unit (ODU), surface / concealed copper Refrigerant piping with insulation (closed cell elastomeric nitrile rubber tubular pipe section) upto 3 Mtr (IDU to ODU), copper power cable upto 3.5 Mtr (IDU to ODU), R-32/R-410 Green Refrigerant, wireless Remote control, suitable for working between 230V +/- 10% with low & high voltage cutoff and 50 hz , single phase AC supply capable of performing cooling, dehumidification, air circulation of following capacity with Scroll / rotary compressor. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR . 1.5 TR ISEER not less then 3.8 9 Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for Superstructureincluding curing all leads of all construction materials including curing etc. complete. in cement sand mortar 1:4 10 Add extra over item No. 18 (b) for compaction in restricted area nearby structure or flanks by hand rammers or by pneumatic tampers. 11 Drilling more than 48 mm but upto 76 mm dia, holes in over burden hard soil compacted earth, morrum etc. for consolidation / curtain grouting in stages by percussion drilling including cost of drilling equipment, compressed air, water etc. complete and re-drilling in the hole through set grout if required. From 10 to 15 m depth 12 Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.)By Mechanical Means: Grading- I (Using Screening Crushable type such as Moorum or Gravel)Using Screening Crushable type such as Moorum or Gravel 13 11.5.4Drilling more than 48 mm but upto 76 mm dia, holes in over burden hard soil compacted earth, morrum etc. for consolidation / curtain grouting in stages by percussion drilling including cost of drilling equipment, compressed air, water etc. complete and re-drilling in the hole through set grout if required. From 15 to 20 m depth 14 Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60kg/sqm using mechanical means 15 Drilling more than 48 mm but upto 76 mm dia, holes in over burden hard soil compacted earth, morrum etc. for consolidation / curtain grouting in stages by percussion drilling including cost of drilling equipment, compressed air, water etc. complete and re-drilling in the hole through set grout if required. From 20 to 25 m depth 16 Tack coat Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom 17 Drilling more than 48 mm but upto 76 mm dia, holes in over burden hard soil compacted earth, morrum etc. for consolidation / curtain grouting in stages by percussion drilling including cost of drilling equipment, compressed air, water etc. complete and re-drilling in the hole through set grout if required. Beyond 25 m depth 18 Open - Graded Premix Surfacing (Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8- 10 tonne capacity, finished to required level and grades.)(I)a Case - I: Mechanical method using Penetration grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hour .Using VG-30 binder 19 Drilling more than 48 mm but upto 76 mm dia, holes in all types of rock or artificial hard material like concrete or masonry for consolidation/ curtain grouting in stages by percussion drilling including cost of drilling equipment, compressed air, water etc. complete and re-drilling in the hole through set grout if required.Up to 5 m. depth 20 Providing and laying premix seal coat using hot mix plant and paver finisher with aggregates of 6.7mm size defined as 100% passing through 11.20mm sieve and retained on 2.36mm sieve with 0.09 cum per 10 Sqm and 4.5%bitumen including preparation and transportation of mix, spreading, laying and rolling etc. complete in all respect including cost of binder.(ii) Bitumen grade VG30 @ 4.50% 21 Drilling more than 48 mm but upto 76 mm dia, holes in all types of rock or artificial hard material like concrete or masonry for consolidation/ curtain grouting in stages by percussion drilling including cost of drilling equipment, compressed air, water etc. complete and re-drilling in the hole through set grout if required.From 5 to 10 m depth 22 dismantling roofs with care including stacking of serviceable material and disposal of unservicable material within 50m lead for lime terrace 23 Supplying and lowering into holes and fixing of casing pipes of suitable diameter to enable drilling of minimum 48 mm dia grout holes. 24 dismantling stone slab roofing over wooden karries or RCC battens ( dismantling karries and battens to be paid for separately) including stacking of servicable material and disposal of unservicable material within 50 m lead 25 11.7Washing and open flushing of drilled holes by alternate jet of air and water under pressure prior to pressure washing and flushing or grout after stage grouting including cost ofequipment, compressed air and etc. complete. 26 Dismanling old plaster or skirting , raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 m lead 27 11.8Normal pressure washing of drilled hole in stages in approved pattern for cleaning of clay, soil and other filler materials from the seams and joints in the foundation rock by establishing connections under pressure with air & water including cost of equipment, accessories compressed air, water, labour, admixtures if any required etc. complete as per specification. 28 Dismantling flooring with care including stacking of servicable material and disposal of unservicable material within 50 m lead for: cement concrete flooring 29 5.16.1Earth work in rough (borrow area) excavation for embankments in hard soil, morrum or highly weathered strata dry or moist, including laying in 20 cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted by vibro compactor, vibro sheep foot roller, sheep foot roller/pneumatic tyred roller to obtain dry density of at least 98% of Standard Proctor s density with initial lift of 1.5m (Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect.With initial lead of 250 m 30 Supply and fixing of steel doors, with frame of hollow metal pressed section 105×60 mm as per I.S.I 1.25mm thick with double sheet shutter 1.00 mm thick M.S. sheet tospot welded and embossed with rib type design on both sides, front side vertical and back side horizontal and spot welded including hold fasts of (15×3mm), M.S. oxidized fittings such as butt hinges sliding door bolts, handles, tower bolts etc. complete in all respect as per drawing and specifications including applying priming coat of approvedsteel primer 31 11.10Conducting water intake test in test holes under pressure for determining permeability before or after grouting including cost of equipment and water etc. complete 32 Earth work in excavation in foundation trenches or drains including dressing of sides & ramming of bottoms , lift up to 1.5 m including taking out the excavated soil & depositing & refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed within lead of 50 m : all kind of soils 33 11.9Grouting of drilled holes minimum 35 mm dia with or without packers with cement/ clay and or chemicals (in the form of slurry with water) in prescribed ratio till refusal including cost of grouting equipment, compressed air and water etc. complete but excluding cost of cement, clay and chemicals (only dry weight of ingredients excluding chemicals to be considered ) with a working pressure upto 15 kg/Cm2 (Dry cement consumption) 34 Providing and laying in position cement concrete including curing, compaction etc.complete in specified grade excluding the cost of centering and shuttering - all work up to plinth level: M10 grade nominal mix (with graded stone aggregate 20mm nominal size (P.C.C. in foundation) 35 16.33Exploratory vertical drilling of bore holes 150 mm dia through all kind of soils with the adequate / suitable equipments, tools and tackles for depths mesured below existing ground level including mobilization, setting up boring rig, shifting of rig from 1 bore hole to another and demobilization of the same 36 Random Rubble Stone masonry for superstructure above plinth level one storey height above 30 cm thick walls in: cement sand mortar 1:6 37 16.32.3Boring NX dia (54.7 mm dia), hole with diamond coring bits including taking out of core and arranging etc. core in proper order in core boxes including cost of core boxes. as per relevant I.S. code of practice. These rates are including Mobilization & demobilization of Rig. In sand stone and harder variety of lime stone 38 Filling available excavated earth ( excluding rock) in trenches ,plinth side of foundation etc. in layer not exceeding 20 cm. in depth , consolidating each deposited layer by ramming amd watering including lead up to 50 m and with all lift 39 5.1.3Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect Hard soil mixed with Kankar / boulders, Morrum 40 Brick masonry in foundation and plinth with bricks of class designation 75 in: cement mortar (1:6) (1 cement : 6 coarse sand) , add extra for superstructure upto third storey 41 10.1.1Side shuttering including propping etc. complete (to achieve finish F 2 for :Block joints of foundation stilling basins buckets, aprons etc. (non -suspended horizontally laid massconcrete) 42 Providing and laying in position specified grade of cement concrete for RCC structural element upto floor three level including curing , compaction, finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of shuttering , centering and reinforcement for: Beams, suspended floors, roofs, girders having slopes up to 15degree, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircase and spiral staircases : M20 grade nominal mix/design mix Desc/Location Nos L B H 43 9.8.3Providing and Laying in position of Cement concrete Nominal mix (1:3:6) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto 40 mm 44 centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation in basements rafts, footings, straps beams, bases of column etc up to plinth level 45 9.6.4Providing and Laying in position of Cement concrete Nominal mix (1:1.5:3) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto; 20 mm 46 P/F steel reinforcement for RCC work including cutting bending placing in position and binding complete including cost of binding wire in foundation raft footing step beams base of columns etc. upto floor three level .: Hot rolled deformed bar (IS : 1139) 47 7.1.2Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for foundation including curing with all leads of all construction materials including curing etc. complete. In cement sand mortar 1:4 48 PLASTER (Ceiling) 6 mm thick. Cement plaster to ceiling of mix 1:3 (1 cement : 3 fine sand) 49 8.13.2Flush or ruled pointing on stone masonry including racking of joints and curing etc. complete including all leads of all construction materials in mortar ratio. In Cement sandmortar 1:4 50 PLASTER (Internal) Plaster on new surface on wall in cement sand mortar 1:6 including ranking of joints etc. complete fine finished 20 mm thick. 51 5.9.1Extra charges for disposal of excavated/re-handled material in required profile laid in uniform layers and given side slopes well dressed having layer thickness including loading and un-loading wherever required with cost of dewatering wherever required complete in all respectNot exceeding 15cm 52 Painting with enamel paint of approvd brand and manufacture to give an even shade : Two or more coats on new work 53 18.17.2Providing and laying cement concrete coping in (1:2:4) with maximum size of crusher broken aggregate upto 20 mm including shuttering etc. with all leads of material complete in all respect in thickness of: 50 mm 54 Granding for roof water profing treatment with cement motor 1:4 (1 cement : 4 coarse sand) 2 inch thick 55 18.28.1.2Providing, laying and fixing in position RCC spun or hume pipe with collars (ISI 458- 2003) in required size packed in gasket for hume or spun yarn & neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints. 150mm NP3 56 Polished Blue kota stone flooring Skerting, Laid over 20 mm thick base of cement mortar 1:4 and jointed with Grey cement Slurry to match of the Shade of the Slab including rubbing and polishing complete for area of each slab from 2001 to 5000 sq. cm. 25 mm thick slab 57 11.19Reaming, redrilling and pressure jet flushing of foundation holes of NX size, in the drainage gallery of dam, using diamond drill bit of suitable size, diamond reamer shell with using hydraulically operated rotary core drilling equipments, rods of suitable length to specified depth, fixing PVC pipes with caps, including cost of materials, hire charges of equipments, fuel, labour with all leads and lift etc. complete as directed by Engineer in Charge 58 Providing brick kharanja in cement sand mortar 1:4 in square pattren over roof of ground floor (75 mm to 100 mm thick avarage) Add for if cement mortar 1 : 4 is used instead of lime sand mortar 1 : 2. 59 18.50Cleaning drainage gallery, adits, instrumentation galleries etc. by scrubbing/ brushing including chiseling and removing leached lime deposit and disposing off all the waste materialoutside adits in specified location as directed etc., complete with all leads and lifts. 60 Plaster on new surface on walls in cement sand mortar 1:4 including raking of joints etc. complete fine finish 20 mm thick Add extra over item No. 12.7 to 12.10 for water proofing compound if used @ 2% of the cement by weight. 61 9.8.4Providing and Laying in position of Cement concrete Nominal mix (1:3:6) including leads of all construction materials, curing, compaction and finishing with rendering in cement sandmortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto 20 mm 62 Stone slab roofing on ground floor with fine grained stone slab from approved quarry including filling of joints of parapet and slab on both sides in cement sand mortar 1:4 ralthal, stone kharanja, lime terracing 90 mm avarage thickness [as per JAIPUR PRACTICE] with ceiling pointing in cement sand mortar 1:3 per specification for span:above 3.00 metre and upto 3.30 metre. 63 10.1.3Side shuttering including propping etc. complete (to achieve finish F 2 for :Retaining wall, counterfort, abutment, wing walls up stream or down- stream slope facings of dams and open faces of construction joints etc. 64 Providing and fixing T-iron frame for doors windwos and ventilators of mild steel tee-setions, joints mitred and welded with 15x3 mm lugs embedded in cement concrete blocks 15x10x10 cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 200 mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required including fixing of necessary butts hinges and screws and applying a priming coat of approved quality 65 10.9.2.2Supplying of M.S. reionforcement including labour charges for bending binding and placing in position all reinforcement as per drawing including cost of binding wire and all leadsand lifts using. Tor or ribbed bars (IS :1786-1985) 66 window:Providing and fixing Ms sheet double leaf doors shutter in angle iron frame 35x35x5 mm suitabilly digonally braced with 25x3 mm flat iron above and below lock rail of size 50x5 mm beading extra including all fittings, as per direction of engineer incharge. M.S. Sheet 20 SWG 67 10.9.1Labour charges for steel reinforcement including bending, binding, and placing in position all reinforcement as per drawing including cost of binding wire and all leads and lifts. 68 Doors:-Providing and fixing M.S. sheet 1 mm thick double leaf door shutter in angle iron frame 35x35x5 mm siutabilly diagonally braced with 25x3 mm flat iron above and below lock rail of size 50x5 mm beading extra including all fittings, as per direction of Engg. incharge but excluding cost of chokhats: including two coats of anit-corrosive red oxide primer paint. M.S. Sheet 22 SWG 69 10.10.2Extra labour charges for RCC due to obstruction in laying and placing the reinforced cement concrete due to reinforcement. Columns, slabs, cantilevers projections staircases, lintels, beams, chajjas, Retaining walls, piers, abutments, galleries, arch covers, bed plates, sluice capstan bases etc. 70 Supplying & fixing fixed wire Gauge of 14 mesh X 24 Gauge to the Metal frame of rolled section by metal beading 20X3 with suitable screw at not exceeding 150 mm distance 71 5.8.1Re-handling of excavated material including loading unloading and dressing within initial lead of 50 m and lift of 1.5m with cost of de-watering wherever required and all applicabletaxes and levies etc. complete in all respect Earth / Soil 72 Providing and fixing square bars or other flat welded to window ventilators etc. 10mm x 10mm 73 5.18.2.2(ii)Compaction of earth or highly weathered strataBy mechanical equipment such as sheep foot roller/ pneumatic tyred roller/vibro compactor / vibro sheep foot compactor required as per site condition to obtain dry density of. at least 98% of Standard Proctor s density 74 Polished blue kota stone flooring skirting laid over 20mm thick base of C.M. 1:4 and jointd with grey cement slurry to match the shade of the slab including rubbing & polishing complete: for area of each slab from 901 to 2000 sqcm (a) 25mm thick slab 75 5.9.2Extra charges for disposal of excavated/re-handled material in required profile laid in uniform layers and given side slopes well dressed having layer thickness including loading and un-loading wherever required with cost of dewatering wherever required complete in all respect Not exceeding 20cm 76 Providing & fixing steel gate grating and grills made of angles, tees, square bars or other flats black pipe with holdfast and fitting complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide. 77 5.10.1Beyond initial lead of 50 m & upto 250 m 78 Finishing wall with water proofing cement paint of approved brand & manufracture and of required shade to give an even shade including all scafolding new work (three or more coats) 79 5.30Supplying and laying sand of grade as per design requirement in required profile including all lead & lifts.This item is to be used only for laying filter / inverted filter 80 White washing with lime to give in even shade including all scaffolding on new work (three or more coats). 81 5.31.2Supplying and laying aggregate in layers and profile as specified including all leads & lifts.This item is to be used only for laying filter / inverted filterBroken ballast 20 to 40 mm size 82 P & F rigid PVC pipe (IS 4985 Mark) Class 2nd / (4 kg / sqcm) approved quality / Make including jointing the pipe with solvant cement rubber ring and lubricant 110 mm dia. 83 11.14Prepration of old masonry surfaces before laying of further masonry or concrete over it by cleaning the surface and mortar joints with brushing and raking finally, washing by compressed air & water under pressure 84 PVC bend 110 mm 85 37 mm thick shotcrete by wet mix process, applied with compressed air gun after chipping of defective concrete / masonry, racking the joints, cleaning of surface thoroughly with wet sand blasting after fixing of 9 gauge good quality rust free welded mesh of size 50 mm x 50 mm in TWO layers with anchors / clamps. After racking the joints clean the surface thoroughy by wet sand blasting, anchor the first layer of welded mesh in position and apply 15 mm cement concrete (1:2:1) by pressure gun and after hardening of first layer, anchor second layer of welded wire mesh, apply 22 mm thick cement concrete complete in all respect. Cement concrete comprising of cement, sand, coarse aggregate, water and quick setting compound in the proportion 1:2:1, sand and coarse aggregate conforming to IS 383 and table no. 1 of IS;9012 respectively. 86 Pointing on stone masonry in lime sand mortar 1:2 (1 lime putty : 2 sand) : Raised and cut pointing 87 11.18Add extra over item No. 16 &17 for each subsequent height 3.00 m or part there-of above initial lift of 5 m from ground level (upward or downward) 88 P & F unplasticized poly choride (UPVC) SWR pipe fitting type B for sciland waste discharge system ( IS : 13592: 1992 marked) of approved quality / make 110mm dia 89 12.30.3Providing Rubber seals as per IS:11855 for Dam sluice, canal, barrage, stop dam etc. gates of required size and type and specifications with testing, including all lead and lifts, packing & forwarding charges for all components etc. complete. Rubber seal musical note type 100mmx44mm x14mm (44mm Bulb) Tefloncladded 90 P&F Indian type white glazed vitreous china Ist quality W.C. orissa pan (IS : 2556 mark) with 100 mm vitreous china P or S trap including cutting and making good the wall and floor : size530x410 mm 91 12.40Labour charges for removal of existing wornout/damaged bottom and side rubber seal of Stop Log Gate of Dam by cutting bolts with gas cutter, providing holes in new rubber sealinsertion of sleevs and fixing over gates with nut blots, washer ect including cost of gas (LPG and Oxygen) cylinder etc complete 92 P & F WVC wash basin (Ist quality, I.S. : 2556 mark) of approved make with C.I. brackets duly painted, 1 No. 15 mm C.P. pillar cock (IS : 8934 mark) & 32 mm C.P. brass waste coupling of approved make. 25 mm G.I. waste pipe complete including cutting & making good the wall : Size 450 mm x 300 mm 93 12.38Labour charges for removal of existing wornout/damaged bottom rubber seal of crest Radial Gates, Vertical Gates and Intake Service Well Gates of Dam by cutting bolts with gas cutter, providing holes in new rubber seal insertion of sleevs and fixing over gates with nut blots, washer ect including cost of gas (LPG and Oxygen) cylinder etc complete. 94 P & F G.I pipes (internal work) with G.I. fittings (IS:1239 mark) & MS clamps including cutting and making good the walls and floors : Exposed on wall A (i) 15 mm dia nominal bore 95 5.28.1Watering of earth including cost of carriage of water when source of water is up to 1 Km 96 Painting with enamel paint of approvd brand and manufacture to give an even shade : One or more coats on old work 97 12.39Labour charges for removal of existing wornout/damaged side rubber seal of crest Radial Gates, Vertical Gates and Intake Service Well Gates of Dam by cutting bolts with gas cutter,providing holes in new rubber seal insertion of sleevs and fixing over gates with nut blots, washer ect including cost of gas (LPG and Oxygen) cylinder etc complete 98 P & F PVC storage tank (IS : 12701 marked indicating the BIS license No), of approved make with cover, 25 mm dia 1M long G.I. over flow pipe & 25 cm. long wash out pipe with plug & socket, including making connection etc., complete of approved design : 300 litre capacity. 99 12.31.2Painting of Spillway gates, sluice gates, canal gates (both vertical or radial),stop log gates, exposed embedded parts and all un machined ferrous surface (hoist cylinders, cylinder heads, hydraulic piping, pipe fittings, bonnet covers), exposed to water as per IS 14177,for which surface preparation by blast cleaning of class B primer coat (one coat) of inorganic zinc silicate (preferably airless spray)or alternatively, two coats of zinc rich rimer(containing not less than 85% zinc on dry film) to give dry film thickness of 70 5 micron and finish coat (two coats) of solvent less coal tar epoxy paint using airless spray to provide dry film thickness of 150 5 micron per coats. Thus, total dry film thickness of all the coats, including primer coating, should not be less than 350 microns, this will be include expenses on mobilisation and demobilisation of equipments. For maintenance painting the surface preparation shall be done by appropriate hand and power tool cleaning, prior to hand power tool cleaning. Any heavy layer of rust should be removed by chipping visible oil, grease, dirt and other foreign material be cleaned using solvents like clean mineral spirits, xylol or white gasoline. After hand and power tool cleaning the surface should be cleaned of loose dust and debris and/or blast cleaned as laid down in para 7.0 of IS code 14177. After the surface preparation the primer and finishing coats shall be carried out as provided above for painting etc. complete.Beyond 1.5m height 100 P & F stop cock (IS : 8931 mark), superior quality & of approved make : brass 400 gm. 15 mm nominal bore 101 12.31.2Painting of Spillway gates, sluice gates, canal gates (both vertical or radial),stop log gates, exposed embedded parts and all un machined ferrous surface (hoist cylinders, cylinder heads, hydraulic piping, pipe fittings, bonnet covers), exposed to water as per IS 14177,for which surface preparation by blast cleaning of class B primer coat (one coat) of inorganic zinc silicate (preferably airless spray)or alternatively, two coats of zinc rich rimer(containing not less than 85% zinc on dry film) to give dry film thickness of 70 5 micron and finish coat (two coats) of solvent less coal tar epoxy paint using airless spray to provide dry film thickness of 150 5 micron per coats. Thus, total dry film thickness of all the coats, including primer coating, should not be less than 350 microns, this will be include expenses on mobilisation and demobilisation of equipments. For maintenance painting the surface preparation shall be done by appropriate hand and power tool cleaning, prior to hand power tool cleaning. Any heavy layer of rust should be removed by chipping visible oil, grease, dirt and other foreign material be cleaned using solvents like clean mineral spirits, xylol or white gasoline. After hand and power tool cleaning the surface should be cleaned of loose dust and debris and/or blast cleaned as laid down in para 7.0 of IS code 14177. After the surface preparation the primer and finishing coats shall be carried out as provided above for painting etc. complete.upto1.5m height 102 P & F looking mirrors with P.V.C. frame of approved (Atul, Modi Guard , Saint Gobin or equivalent) size 500 x 400 mm 103 18.13Painting distance mark stone and lettering with light blue white or yellow un-washable paint including cost of material 104 P & F flush cock/flush valve (IS 9758 mark) for WC of approved quality make : CP brass half-turn exposed 25 mm nominal bore. 105 12.37Oiling and greasing of Crest radial gates,Vertical Gates and Intake Service well Gates of Dam including all charges of man and material complete, which include cleaning of wire rope with petrol / diesel and applying Cardium compound to wire ropes, oiling & greasing etc complete as per direction of Engineer-in-Charge 106 Construction of chamber in all type of soil with 300 mm thick masonry in CM 1:6 m 10 cm thick C.C. 1:5:10 in foundation, 20 mm thick insider plaster in cm 1:6 , finished with floating neat cement, 50 mm thick M-15 grade C.C. flooring, earth work etc. complete as per design including disposal of surplus earth with in a lead of 50 mtr. inside size 300 x 300 mm depth up to 0.5 m cement cover with frame. 107 12.4Design, Drawing, fabrication, supply, erection, testing and commissioning of Vertical lift sliding type gate with frame consisting of skin plate, sealing frame, stiffeners, horizontal and vertical girders, guide, stainless steel flat/Brass flat, rivets,wedges, lifting rods etc., with all accessories as per relevant IS code including frame & gate complete set for Canal Cross, Escape, Head regulator /Tank head regulator includingcost of all materials, machinery, labour, cutting, aligning, welding, finishing, cleaning, seal fixing, tools and tackles etc., applying two coat of zinc rich epoxy primer to give dry film thickness of 70 5 microns and finish coat (two coats) of solvent less coal tarepoxy paint using airless spray to provide dry film thickness of 150 5 microns per coat thus total dry film thickness of all coats, including primer coating, should not be less than 350 microns., complete as per specifications and approved drawings with all lead and lifts, including packing & forwarding, transportation charges for structural steel components and other materials. 108 Construction of soakage well in all types of soil of approved drawing, top 90 cm. Portion in 450 mm thick masonry with cm 1:6, 80 mm thick stone slab covering, jointing of slab in cm 1:3, Ralthal, Kharanja 40 mm thick M-15 grade C.C. flooring, earth work etc. complete including disposal of surplus earth with in a lead of 50 mtr. inner dia 90 cm & 10 to 12 mtr deep 109 11.13Preparation of surface of existing concrete surface/ masonry in lime mortar/ cement mortar including removal of organic deposit by washing with etching compound and use of wet sand blasting and final washing the surface with air and water jet including cost of all material and equipment required for the work complete. 110 Providing and fixing 1st quality MAT finished ceremic tile size 300x300mm comfirming to IS : 13753 colour such as white, grey, ivory, fume red brown, light green, light blue and other lightshades in floors, steps, pillars etc. laid on a bed of neat cement slurry including nicely finished joints using water proof joint filler powder (Untile or Roffe make) and finishing with flushpointing in white cement mixed with pigment to match the shade of tile complete (including the cost of cement mortar bed 1:4) Category-A : Kajaria, Jhonson, Somani make 111 12.52.1.11Providind of Rubber Seals as per IS 11855 for dams, sliuce, canals, barrage ,stop log gates etc of required size and type and specifications with testing , including all lead andlifts, packing and forwording charges for all components etc. complete in all respectRubber Seal Musical Knot, Solid Bulb type of Size 75mm 35mm x 10 mm 112 Add extra over item No 7.6.1 and 7.6.2 for using 400x400mm size MAT finished tiles inplace of 300x300mm size 113 12.52.1.9Providind of Rubber Seals as per IS 11855 for dams, sliuce, canals, barrage ,stop log gates etc of required size and type and specifications with testing , including all lead andlifts, packing and forwording charges for all components etc. complete in all respectRubber Seal Musical Knot, Solid Bulb with brass clading type of Size 100mm 45mm x 15 mm 114 Providing & fixing steel glazed doors, windows and ventilators with shutters of standred rolled steel section joint mitred and welded with steel 13x3mm lugs 10 Cm. long embedded in cement concrete blocks 15x10x10 Cm. of 1:2:4 (1-Cement:2-coarse sand:4-graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws orwith fixing clips or with bolts and nuts as required, including providing and fixing of plain glass panes 4mm thick with copper glazing clips and special metal-sash putty of approved make, or metal beading with screws complete including priming coat of approved steel primer, excluding the cost of metal beading and other fittings except necessary hinges of pivots steel handles and peg stay etc. as required. doors 115 12.49.2Oiling, Greasing work of gate parts like Headstock, Headstock parts, Roller Assembly, Operating Rod, Sealing Frame, Guide Tee with all Labor tools and tackles etc. and Materialfor vertical lift sliding type/ fix wheel gates excluding cardium compund and gear oil For gate size above 1 Sqm to 10 Sqm 116 Providing & fixing steel glazed doors, windows and ventilators with shutters of standred rolled steel section joint mitred and welded with steel 13x3mm lugs 10 Cm. long embedded incement concrete blocks 15x10x10 Cm. of 1:2:4 (1-Cement:2-coarse sand:4-graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws orwith fixing clips or with bolts and nuts as required, including providing and fixing of plain glass panes 4mm thick with copper glazing clips and special metal-sash putty of approved make, ormetal beading with screws complete including priming coat of approved steel primer, excluding the cost of metal beading and other fittings except necessary hinges of pivots steelhandles and peg stay etc. as required.windows sidehung(openable) 117 5.33Supplying and laying quarry spalls properly graded but not more than 10cm in size with spreading in required profile including all leads & lifts 118 Distempering with oil bound washable distemperr of approved brand and manufacture to give an even shade including all scaffolding : old work (one oe more coats) including scrapping surface and necessary repairs (a) colour change 119 12.36Operation of vertical / radial gates, hoist operation, stop log gates, Gantry Crane, mono rail etc. at Dams for all seasons round the clock whenever required, as per direction of Engineer in-Charge, by providing sk illed & semi skilled staff well conversant with the work of operation of gates as well as meet out all types maintenance & repair work of gates whenever required in any emergency during operation of the gates including deployment of Chowkidar at gate section of the Dam 120 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade including all scaffolding : New work (two or more coats) over and includingscrapping and priming coat with cement primer 121 5.2.2Excavation including loading unloading disposal and dressing of excavated rock within initial lead of 50m and lift upto 1.5m in dry or moist including dressing of excavated area, dewatering wherever required complete in all respect.Hard rock not requiring blasting 122 P & F bib cock (IS : 8931 mark), superior quality of approved make : Brass 400 grm, 15 mm nominal bore 123 18.1.2Cutting & clearance of jungle, bushes, shrubs Ankra/Ipomoea, Juliflora typna etc. on canal and bunds in dry/moist/slushy conditions including disposal as per instructions of the Engineer-in-charge. Cost of wood has been deducted from rates and thus will be property of contractor after cutting. Thick 124 P&F sand cast iron (S.C.I.) Pipe (IS:1729 mark) of approved make in wall in floor with MS holder bat clamps in 10X10X10 cm. M15 grade concrete block joints filled with CM 1:4 with spun yard including cutting holes and making good the wall.150mm dia. 125 17.5.2Demolishing stone rubble masonry including stacking of usable material and disposal of unuseable material within 50 meters lead inclusive of de-watering wherever required.In cement mortar 126 P&F SCI fittings (IS1729mark) in CM 1:4 spun yarn150mm w/o door Bend 127 5.2.3Excavation including loading unloading disposal and dressing of excavated rock within initial lead of 50m and lift upto 1.5m in dry or moist including dressing of excavated area, dewatering wherever required complete in all respect.Phylite & other hard rock requiring nominal blasting 128 spray painting with flat wall paint of approved brand and manufacture to give an even shade : two oe more coats on new work including priming coat of distemper primer of approved brandand manufacture 129 11.2.1Drilling 35 mm.to 48 mm. Dia holes in all types of rock or artificial hard material like concrete or masonary for consolidation/ curtain grouting in stages by percussion drillingincluding cost of drilling equipment, compressed air, water etc. complete & re-drilling in the hole through set grout, if required.Up to 5 m. depth 130 S&F following sizes (dia.) of ISI marked ( IS:9537 P - II ) rigid steel conduit with wall thickness according to IS Specified along with ISI marked (IS:14768 P-II 2003) accessories in recessed using saddles, clamps, fasteners, pvc bushes, check nuts, as required including cutting jhiris in the wall and making good the same as required. For additional technical parameters of product / work refer Annexure A attached with this BSR. dia 50mm 131 11.2.2Drilling 35 mm.to 48 mm. Dia holes in all types of rock or artificial hard material like concrete or masonary for consolidation/ curtain grouting in stages by percussion drilling including cost of drilling equipment, compressed air, water etc. complete & re-drilling in the hole through set grout, if required.From 5 to 10 m depth 132 S&Providing & Fixing of ISO certified company made off load change over switch four pole/two pole, 230/ 415 V ,side handle operated conforming to IS:13947 P-III in sheet steelenclosure complete with connections with lugs, testing etc. as required in the following rating: All as per pre approved by Engineer in charge. For additional technical parameters ofproducts/ work , refer Annexure A attached with this BSR . 32 A, Four poleF following sizes (dia.) of ISI marked ( IS:9537 P - II ) rigid steel conduit with wall thickness according toIS Specified along with ISI marked (IS:14768 P-II 2003) accessories in recessed using saddles, clamps, fasteners, pvc bushes, check nuts, as required including cutting jhiris in the wall and making good the same as required. For additional technical parameters of product / work refer Annexure A attached with this BSR. dia 50mm 133 2.9.2Cement OPC (in bags) 50 Kg in weight. As per IS 1489 and IS 8112 (excluding cost ofempty begs). 134 S&PP & F paper phenolic resin bonded laminates confirming to IS : 2036 - 1995 for boxes/ frames including making holes for switches etc, with brass screws, washers/ zinc plated nutand bolts as required. For additional technical parameters of product / work refer Annexure A attached with this BSRroviding & Fixing of ISO certified company made off load change overswitch four pole/two pole, 230/ 415 V ,side handle operated conforming to IS:13947 P-III in sheet steel enclosure complete with connections with lugs, testing etc. as required in thefollowing rating: All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR . 32 A, Four poleFfollowing sizes (dia.) of ISI marked ( IS:9537 P - II ) rigid steel conduit with wall thickness according to IS Specified along with ISI marked (IS:14768 P-II 2003) accessories in recessed using saddles, clamps, fasteners, pvc bushes, check nuts, as required including cutting jhiris in the wall and making good the same as required. For additional technical parameters of product / work refer Annexure A attached with this BSR. dia 50mm 6.4 mmthick 135 10.2Centering and shuttering for slabs, beams, lintels Columns, trough with or without caps and base including propping and remove 136 P & F paper phenolic resin bonded laminates confirming to IS : 2036 - 1995 for boxes/frames including making holes for switches etc, with brass screws, washers/ zinc plated nut and bolts as required. For additional technical parameters of product / work refer Annexure Aattached with this BSR 9 mm thick 137 11.1.1.1Drilling holes of 35 mm diameter for anchor rods.Upto 1.50 m. depth 138 Providing & Fixing of 240/415 V AC MCB with positive isolation of 10 kA breaking capacity(B/ C/D tripping characteristic as per type of load and site requirement) 4 KV impulsewithstand voltage, ISI marked IS 8828(1996) / conforming to IEC 60898-1 2002, IEC 60947-2, low watt losses, trip free mechanisum , energy limiting of class 3 as per IEC, minimumphase termination capacity of 35sq.mm. , conductor line load reversibility , IP 20 contact protection and fitted in existing distribution board/sheets, minimum electrical operation20,000 upto 20 A rating and 10,000 upto 63 A, 5000 for 80 A & above rating including makingconnections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test reports & All as per pre approved by Engineer in charge. Foradditional technical parameters of product / work refer Annexure A attached with this BSR (a) 6 Amp to 32 Amp rating 139 5.35.3Supplying stone, spall and laying R. R. stone pitching, hammer dressed with packing ofvoids from small stones including all lead & lifts, in required profile of 23 cm thickness ( 5 % thickness tolerance) 140 Providing corrugated G.I. Sheet roofing fixed with G.I.J. or L hooks bolts and nuts 8mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coat of approved paint on over lapping of sheet complete (upto a pitch of 60o) & excluding the cost of purlins rafters and truses, for class of sheets :1.60mm thick 141 11.1.2Labour charges for Fixing of anchor bars in neat cement grout including cost of cement and curing etc. complete 142 Providing & Fixing of 240/415 V AC MCB with positive isolation of 10 kA breaking capacity (B/ C/D tripping characteristic as per type of load and site requirement) 4 KV impulse withstand voltage, ISI marked IS 8828(1996) / conforming to IEC 60898-1 2002, IEC 60947-2, low watt losses, trip free mechanisum , energy limiting of class 3 as per IEC, minimum phase termination capacity of 35sq.mm. , conductor line load reversibility , IP 20 contactprotection and fitted in existing distribution board/sheets, minimum electrical operation 20,000 upto 20 A rating and 10,000 upto 63 A, 5000 for 80 A & above rating including making connections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDAaccrediated lab type test reports & All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure A attached with this BSR Triple pole MCB 50/63 A rating 143 11.1.3Supply of Tor steel anchor bars of required diameter, length and shape at site of work complete. 144 Providing & Fixing of 240/415 V AC MCB with positive isolation of 10 kA breaking capacity (B/ C/D tripping characteristic as per type of load and site requirement) 4 KV impulse withstand voltage, ISI marked IS 8828(1996) / conforming to IEC 60898-1 2002, IEC 60947-2, low watt losses, trip free mechanisum , energy limiting of class 3 as per IEC, minimum phase termination capacity of 35sq.mm. , conductor line load reversibility , IP 20 contactprotection and fitted in existing distribution board/sheets, minimum electrical operation 20,000 upto 20 A rating and 10,000 upto 63 A, 5000 for 80 A & above rating including making connections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test reports & All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure A attached with this BSR (c) Double pole MCBS of 50 AMP to 63 AMP 145 12.7Design, Drawing, fabrication, supply, erection, testing and commissioning of Adequate capacity manually operated rope drum hoist according to relevant IS code, consisting ofhoist platform bridge, rope drums, connecting shaft, gear system unit, pulleys, wire rope, Gate position indicator, manual operation system, etc. complete, with all accessories for operating gates including cost of all materials, machinery, labour, cutting, aligning, anchoring, welding, finishing, cleaning, greasing, oil filling, tools and tackles, applying two coats of zinc chromate red oxide primer and three coats of approved synthetic enamel paint etc., complete as per specifications and approved drawings, including packing & forwarding, transportation charges for all materials. 146 Providing & Fixing of Recessed/surface mounting heavy duty horizontal type Double Door (Metal / Glazed )Distribution board with Metal end box made out from Galvanized steel /CRCA sheet not less then 1.2 mm thick conforming to IS-8623-1 & 3 / IEC 61439- 1 & 3, powder painted complete with reversible door (for double door DB only )100 amp. insulated copper bus bar/shorting link , copper neutral link, copper earth link , color coded interconnecting wire set of suitable rating and din bar,masking sheet, making internal DB terminations with copper lugs, Ferrules, detachable gland plate, including makingconnections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test reports & All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure A attached with this BSR 4 way Metal door (single phase) 147 12.1.1Design, drawing, fabrication, supply, erection, testing and commissioning of Embedded parts consisting of sill beams, vertical tracks, vertical seal tracks, sealing frame, guide tracks/rails, wall plates, seal seats, anchors, anchor girders, yoke girders, tie flats, trunnion supports, rope and pulley supports etc. and any required necessary item, with all accessories as per relevant IS code, for all type radial gates/ Vertical lift fix wheel type sluice and Canal gates/Stop log gates including cost of all materials, machinery, labour, cutting,aligning, anchoring, welding, finishing, cleaning, tools and tackles, applying two coat of zinc rich epoxy primer to give dry film thickness of 70 5 microns and finish coat (two coats) of solvent less coal tar epoxy paint using airless spray to provide dry film thicknessof 150 5 microns per coat thus total dry film thickness of all coats, including primer coating, should not be less than 350 microns., including packing & forwarding, transportation charges complete item, as per specifications and approved drawings 148 Providing & Fixing of Recessed/surface mounting heavy duty horizontal type Double Door (metal / Glazed )Distributio board with Metal end box made out from Galvanized steel /CRCA sheet not less then 1.2 mm thick conforming to IS-8623-1 & 3 / IEC 61439- 1 & 3, powder painted complete with reversible door (for double door DB only )100 amp. insulated copper bus bar/shorting link , copper neutral link, copper earth link , color coded interconnecting wire set of suitable rating and din bar,masking sheet, making internal DB terminations with copper lugs, Ferrules, detachable gland plate, including making connections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test reports & All as per pre approved by Engineer in charge. Foradditional technical parameters of product / work refer Annexure A attached with this BSR 12 way Metal door (single phase) 149 18.49Under water videography of dam body & its appertunance i.e gates, under sluice, emergency gate grooves clearly showing location defect area or area of interest indicatingcondition from all possible angles and special focus on damaged portions complete in all respects upto the satisfaction of Engineer in charge. The work also includes supply of three sets of video in digital form and a depth wise report prepared in hard copy 150 Providing & fixing in position frame made out of MS angle (riveted or welded) finished with two coat of red oxide and enamel paint of following size as required 38*38*6 mm 151 12.8.1Design, Drawing, fabrication, supply, erection, testing and commissioning of Adequate capacity manually operated screw type hoist according to relevant IS code, consisting of supporting structure, platform bridge etc., operating handle, gate positionindicator, plumber block, couplings with all required accessories for operating Head/cross/escape regulator gate including cost of all materials, machinery, labour, tools and tackeles, cutting, aligning, anchoring, welding, finishing, cleaning, greasing, oiling, applying two coats of zinc chromate red oxide primer and three coats of approved synthetic enamel paint etc., complete as per specifications and approved drawings with all lead and lifts,including packing & forwarding, transportation charges for structural steel components and other materials. 152 Providing & Fixing of energy efficient direct fit (Retrofit) Polycarbonate/ Glass housing SMD Mid Power LED tube rod (with integral driver & alumn. heat sink ), on existing fixture. systemlumen efficacy ≥ 100 lm/Watt output, internal surge protection of 2.5 KV ,THD < 20% ,p.f.≥0. 95,CRI >80 , life time of minimum 35000 Burning Hours with , 70% of intial Lumen maintanedtill life ends , CCT 3000°K / 4000°K / 5700°K /6000°K/6500°K (As per ANSI Bin) , maximum power consumption should not more than the specified rating and Fixture shall be of BIS standard and trade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing. OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79 & LM80)certificate / Report from OEM shall besubmitted. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR .600mm , Min. Lumens output 1800 lm LED Tube rod with Polycarbonate Housing 153 5.15.1.1Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. In all typessoils/ saturated soil such as morrum, sand, sandy silt, clay, black cotton soil, kankar, etc. Depth upto 1.5 m 154 Providing & Fixing of 240/415 V factory fitted RCBO with overload, short-circuit and earth leakage protection with ISI marked (IS12640-2)/ conforming to IEC 61009-1, breaking capacity 10 KA, provision for pad lock, min. Electrical operation 10,000 upto 63 A rating ,minimum phase termination capacity of 35sq.mm. , IP 20 contact protection with existing distribution board / sheet including making connections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test reports & All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure A attached with this BSR Four pole 100/300 mA sensitivity 40 A rating 155 7.1.3Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for foundation includingcuring with all leads of all construction materials including curing etc. complete. In cement sand mortar 1:5 156 Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor as per PWD specification for electrical Works with ISI marked (IS:694) and as per IS 8130 : 2013 of1.1 kV grade . Wire should be made from 99.90 % purity copper, class 5 stranding in acc. to IS:8130/IEC 60228 for lower watt loss , oxygen free for less chances of oxidization, insulationPVC type A/C/D , flame retardant as per IS 10810-53, better amperage rating as per IS:3961 part 5, in existing surface or recessed PVC/ MS conduit/casing capping making connectionswith Copper Lugs of suitable size, Ferrules,testing etc. as required. OEM Must have its own in house NABL lab setup for all testing facilities for wires. For additional technical parametersof product / work refer Annexure A attached with this BSR 1 *2.5 sq.mm 157 9.3.1Providing and Laying in position of Cement concrete Design mix M-25 including leads of all construction materials, plasticizers (if required), curing, compaction and finishing withrendering in cement sand mortar 1:3 ( 1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher brokenstone aggregate of maximum size upto;(For mix design Cement content considered 420 kg/ cum of concrete) 150 mm 158 Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor as per PWD specification for electrical Works with ISI marked (IS:694) and as per IS 8130 : 2013 of 1.1 kV grade . Wire should be made from 99.90 % purity copper, class 5 stranding in acc. to IS:8130/IEC 60228 for lower watt loss , oxygen free for less chances of oxidization, insulation PVC type A/C/D , flame retardant as per IS 10810-53, better amperage rating as per IS:3961 part 5, in existing surface or recessed PVC/ MS conduit/casing capping making connectionswith Copper Lugs of suitable size, Ferrules,testing etc. as required. OEM Must have its own inhouse NABL lab setup for all testing facilities for wires. For additional technical parameters of product / work refer Annexure A attached with this BSR 1*6.00 sq.mm 159 7.10.2Brick masonry (using well burnt clay bricks of size 230 x 110 x 70 mm, class designation 75 as per specification) up to plinth including all leads of all construction materialsincluding curing etc. complete. In cement sand mortar 1:4 160 Supply and erection of GI stay set confirming to pattern-1 of BS:16/1974 and as per latest Discom Specifications complete with stay rod with anchor plate fitted with cast iron crosshead and steel bow, in cement concrete 1:3:6 including excavation of pit-re-filling etc complete as reqd. All as per pre approved by Engineer in charge.For additional technicalparameters of product / work refer Annexure A attached with this BSR. Stay set of dia 16mm,1.8m long stay rod and anchor plate 300 x 300 x 4.0 mm 161 5.26Threading / turfing of grass on slopes of bunds etc. in rows 15 cm centre to centre in each direction including Ploughing, levelling, breaking of clods, and removal of stones etc. ifrequired including maintenance for 30 days or more till the grass develops fully with all leads and lifts complete 162 Add extra over item No. 10.25 for providing and fixing CGI sheets in curved roofing 163 8.2.1Plaster in cement sand mortar 1:4 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materials of thickness: 20 mm 164 Supply and fixing of LT porcelain pin insulator as per IS 1445-1997 and as per Discomsstandard specifications,suitable for working voltage 1100 volts including all accessories like MS Forged GI LT Pin confirming to IS:7935/1975 (latest amended) Nut, Bolt etc. as required.All as per pre approved by Engineer in charge.For additional technical parameters of product / work refer Annexure A attached with this BSR 100 mm x 70 mm 165 10.1.110.1 Supply, installation, testing and commissioning of MNRE approved Grid tied Solar Panels with inverter, meter, cable etc. suitable for Rooftop installation as well as Utility ScaleSolar Power Projects with 25 years of Linear Generation warranty. Work includes designing of solar panel area and MS frame and foundation on ground/roof of Pump house or CWR,showing arrangement of panel in available space, installation of PV module on MS frame as per approved design and drawings. Mounting structure shall be suitably designed towithstand wind velocity up to 150km/hr.Grid Tie Transformer less inverters, Multiple independent MPPTs, Peak efficiency of more than 98%. Connect up to multiple strings PV arrays, Easy & fast connection, Built-in stringlevelmonitoring, IP65 protection level, Wi-Fi / internet based remote monitoring with 5 years warranty. All cabling up to panel and metre, earthing etc. required accessories and taxes are inclusive.The work shall be executed as per detailed technical specifications, approved drawing and direction of Engineer in Charge Note: There shall be 5 year service warranty for panel, inverter, meter, cable etc. andsuitable provision shall be included in tender document.10.1.1 Solar panels up to 10 KW at a single location. 166 Supplying and drawing overhead steel core Aluminium conductor (ACSR) ISI marked(IS 398 part II-1996) on existing cross arms through insulator with all necessary T&P required including binding and twisting etc. complete in all respect as required. All as per pre approved by Engineer in charge.For additional technical parameters of product / work refer Annexure Attached with this BSR 30 Sqmm of (6+1) 2.59mm (Weasel) 167 16.12Hire charges of DGPS instrument with operator and staff for bench mark shifting, topography survey, command area survey, canal survey, dam survey etc. and collection ofdata, plotting the details and preparing digital map of area in layers, and developing contours where ever required as directed by engineer in charge; including supply of detailed drawingsin appropriate scale in soft copy & three sets of Hard copy complete in all respect. These rates are including all types of taxes applicable 168 Providing & Fixing of 6 amp. Combined flush type non modular socket and switch set as per PWD specification for electrical Works,made out from industrial grade Polycarbonate or fireresistant ABS material including cutting hole in tile and making connection testing etc. as required. All as per pre approved by Engineer in charge. For additional technical parametersof products/ work , refer Annexure A attached with this BSR 169 16.14.1.3Transfer of Dam / Canal alignment from sajra map to the ground and taking Levels by Auto level or DGPS, develo ping L-section and X-section and submitting in hard copy threesets and soft copy in Auto Cad format, using layer system, showing all features. (Total length of L-section and X-section to be measured for payment) L-section of Dam/ Canal (ii) InPlain area - Levels for L-section to be taken at interval 30 meter. 170 Providing & Fixing of IP 20 box made out from 1.2mm thick CRCA sheet steel with depth of minimun 30 mm and finished with powder coating and suitable for mounting LED tubeincluding side covers, holders , internal wiring to illuminate the single sided connection LED tube. ( Without tube). All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR . Suitable for 2 LED Tube shape fixture for single rod 171 16.14.2.3Transfer of Dam / Canal alignment from sajra map to the ground and taking Levels by Auto level or DGPS, developing L-section and X-section and submitting in hard copy threesets and soft copy in Auto Cad format, using layer system, showing all features. (Total length of L-section and X-section to be measured for payment) X-section of Dam/ Canal(Total length of X-section shall be measured) (ii) In Plain area - Levels for X-section be taken at interval 5meter 172 Plate Earthing as per IS:3043 with copper Earth plate of purity >95% of size 600mm x 600mm x 3.0mm by embodying 3 mtr. below the ground level with 20 mm dia. G.I. B classwatering Pipe ,including all accessories like nut, bolts, reducer, nipple, wire meshed funnel, and Heavy duty weather proof poly-propylene earth pit chamber with lockable Jam free lidsuitable for safe working load 5000 Kg or more of size Top Dia. 225 to 260 mm, Bottom Dia 300 to 350 mm. and Height 250 to 300 mm. and embodying the pipe complete with alternatelayers salt and coke/ charcoal, testing of earth resistance for value of 5 ohms or less as required & must record by engineer in charge during site visit and ensure to enter inmeasurment book. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR . 173 16.10Grid survey at interval of 30 x 30 meter to conduct submergence survey with TS / DGPSinstrument and prepare 0.50 m interval contour plan and superimposing over khasra map including all ancillary works as described in specifications and conditions of contract. Note: Khasra map will be provided by Department Marking of existing FRL, MWL, MDDL contours and dam alignment. Prepare area-elevation and storage -elevation curves andtables. 174 Providing & Fixing of energy efficient direct fit (Retrofit) Polycarbonate/ Glass housing SMD Mid Power LED tube rod (with integral driver & alumn. heat sink ), on existing fixture. system lumen efficacy ≥ 100 lm/Watt output, internal surge protection of 2.5 KV ,THD < 20% ,p.f.≥0. 95,CRI >80 , life time of minimum 35000 Burning Hours with , 70% of intial Lumen maintaned till life ends , CCT 3000°K / 4000°K / 5700°K /6000°K/6500°K (As per ANSI Bin) , maximum power consumption should not more than the specified rating and Fixture shall be of BIS standard and trade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/Embossing/ Screen printing on housing. OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79 & LM80)certificate / Report from OEM shall besubmitted. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR .1200mm , Min. Lumens output 2000 lm LED Tube rod with Polycarbonate Housing 175 16.6.1Digitization of Jamabandi and providing excel sheet to the department Note: Jamabandi Register will be provided by Department 176 SITC of Radiator Cooled and Turbo charged Silent DG Set (As per latest CPCB emission norms) having specifications as per A, B, C, D, E, F,G,H & I 62.5 KVA at 0.8 pf 415V 50Hz 3-ǿ 177 16.6.2Digitization of Khasra map with details in layers and providing soft copy (acad file) Note: Khasra map will be provided by Department 178 SITC of PLC Based Auto main failure (AMF) Panel fabricated from CRCA sheet steel 2 mmThick , Powder coated finish , Engine Start & Stop commands, control Relays , Ammeter& Voltmeter with selector switches, Control & 2 nos 4 pole Power Contactors with 2 no. of required size 4 pole MCCB, Timers, Electronic Hooter ,Visual & Alarm indication for faults,UPS, operator interface panel complete in all respect suitable for following capacity DG sets: Appropriate Test Certificate/ report of product/accessories from OEM/Panel Manufecturershall be submitted. All as per pre approved by Engineer in charge. For additional technical parameters of products/ wo rk , refer Annexure A attached with this BSR . 50 to 82.5 kva 179 5.10.4Add extra for each subsequent lead of 1 km or part there of beyond 5 Km 180 Wiring of light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mmnominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS: 694) in recessed ISI marked ( IS:9537 P - II ) rigid steel conduit & its ISI marked (IS:14768P-II 2003) accessories, round tiles,Hot Dipped Galvanized Modular Box of 1.2 mm thick with earth terminal, 10A Modular switch,3 pin ceiling rose / holder / 3 way connector ,Modular faceplate with grid plate, pvc bushes, check nuts, screws, making connections, testing etc. as required. For specification of copper Conductor, Phenolic Laminated sheets & Electrical/Wiring accessories refer Chapter E - 04, E - 05 & E - 07 For additional technical parameters of product / work refer Annexure A attached with this BSR i- shortpoint (upto 3 Mtr) 181 Wiring of light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mmnominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS: 694) in recessed ISI marked ( IS:9537 P - II ) rigid steel conduit & its ISI marked (IS:14768P-II 2003) accessories, round tiles,Hot Dipped Galvanized Modular Box of 1.2 mm thick with earth terminal, 10A Modular switch,3 pin ceiling rose / holder / 3 way connector ,Modular faceplate with grid plate, pvc bushes, check nuts, screws, making connections, testing etc. as required. For specification of copper Conductor, Phenolic Laminated sheets & Electrical/Wiring accessories refer Chapter E - 04, E - 05 & E - 07 For additional technical parameters of product / work refer Annexure A attached with this BSR ii - Medium point (upto 6 Mtr) 182 11.5.1Drilling more than 48 mm but upto 76 mm dia, holes in over burden hard soil compacted earth, morrum etc. for consolidation / curtain grouting in stages by percussion drilling including cost of drilling equipment, compressed air, water etc. complete and re-drilling in the hole through set grout if required.Up to 5 m. depth 183 Structural steel work riveted or bolted in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete above plinth level upto 4.5 mtr height.In flats, tees, angles and channels. 184 Wiring of light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mmnominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS: 694) in recessed ISI marked ( IS:9537 P - II ) rigid steel conduit & its ISI marked (IS:14768P-II 2003) accessories, round tiles,Hot Dipped Galvanized Modular Box of 1.2 mm thick with earth terminal, 10A Modular switch,3 pin ceiling rose / holder / 3 way connector ,Modular faceplate with grid plate, pvc bushes, check nuts, screws, making connections, testing etc. as required. For specification of copper Conductor, Phenolic Laminated sheets & Electrical/Wiring accessories refer Chapter E - 04, E - 05 & E - 07 For additional technical parameters of product / work refer Annexure A attached with this BSR iii - Long point (upto 10 Mtr) 185 Rewiring of 3/5 pin 6 amp. Light plug point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mm nominal size FR PVCinsulated unsheathed flexible copper earth conductor 1.1 kV grade(IS:694) in recessed ISI marked MMS ( IS:9537 P - III ) virgin material PVC conduit & its ISI marked (IS:3419-1988)accessories, 1.2 mm thick MS box with earth terminal of required size, 6 A switch, 3/5 pin 6 A socket, 3.0 mm thick ISI marked (IS:2036-1995) phenolic laminated sheet, Al.alloy /Cadmium plated iron/ brass screws, cup washers, making connections, testing etc. as required. For specification of copper Conductor, Phenolic Laminated sheets & Electrical/Wiring accessories refer Chapter E - 04, E - 05 & E - 07 For additional technical parameters of product / work refer Annexure A attached with this BSR :on board 186 Providing & Fixing of 240/415 V AC MCB with positive isolation of 10 kA breaking capacity(B/ C/D tripping characteristic as per type of load and site requirement) 4 KV impulsewithstand voltage, ISI marked IS 8828(1996) / conforming to IEC 60898-1 2002, IEC 60947-2,low watt losses, trip free mechanisum , energy limiting of class 3 as per IEC, minimum phase termination capacity of 35sq.mm. , conductor line load reversibility , IP 20 contact protection and fitted in existing distribution board/sheets, minimum electrical operation 20,000 upto 20 A rating and 10,000 upto 63 A, 5000 for 80 A & above rating including making connections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test reports & All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure A attached with this BSR 40A rating 187 P & F 1.2mm thick M.S. Recessed fan box, hexagonal/ round of size 130 mm dia, depth 75mm, 12 mm dia rod fanhook with 100 mm length extended on each side . All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure A attached with this BSR 188 Providing & Fixing of BEE Star rated copper wounded double ball bearing capacitor start, aluminium body & Metallic blade ceiling fan Conforming to all the performance requirementslaid down in IS 374:2019 including all amendments, as applicable ; & Carry BIS licensing (i.e. ISI marking) with down rod up to 80 cm with secondary support safety cable ( steel rope) , cotter pin with 3 x 1.5 sq.mm pvc insulated flexible copper conductor making connection testing etc. as required. All as per pre approved by Engineer in charge. For additionaltechnical parameters of products/ work , refer Annexure A attached with this BSR . 1200 mm Sweep BEE 1 Star rated (service value >=4.0 to < 4.5 ) 189 Providing & Fixing of IS 11037:1984 marked non modular socket size flush type 180 watt rotary minimum 5 step fan regulator with CM/L no. printed and made out from industrial gradePolycarbonate or fire resistant ABS material including making connection testing etc. as required.All as per pre approved by Engineer in charge. For additional technical parametersof products/ work , refer Annexure A attached with this BSR . 190 Providing & Fixing of IP 20 box made out from 1.2mm thick CRCA sheet steel with depth of minimun 30 mm and finished with powder coating and suitable for mounting LED tubeincluding side covers, holders , internal wiring to illuminate the single sided connection LED tube. ( Without tube). All as per pre approved by Engineer in charge. For additional technicalparameters of products/ work , refer Annexure A attached with this BSR 191 Providing & Fixing of energy efficient /energy saving IP 20 LED direct retrofit Bulb in existing holder or fixture as required with system lumen efficacy ≥100 lm/Watt output ,pf 0.95 , CRI>70, minimum life time of minimum 25000 Burning Hours with , 70% of intial Lumen maintaned till life ends , CCT 3000°K / 4000°K / 5700°K /6000°K/6500°K (As per ANSI Bin) , maximum power consumption should not more than the specified rating and Fixture shall be of BIS standard and trade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing. OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79/LM80) certificate / Report from OEM shall be submitted. All as per pre approved by engineer in charge . for additional technical parameters of product/ work, refer Annexure A attacheded with this BSR. 9 watt 192 P & F paper phenolic resin bonded laminates confirming to IS : 2036 - 1995 for boxes/ frames including making holes for switches etc, with brass screws, washers/ zinc plated nutand bolts as required. For additional technical parameters of product / work refer Annexure A attached with this BSR : 4.8 mm thick 193 Providing & Fixing of ISI marked (IS:1258) batten/angle lamp holder with CM/L no. printed and made out from industrial grade Polycarbonate or fire resistant ABS material, brassterminal & captive screwsincluding making connection testing etc. as required. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work ,refer Annexure A attached with this BSR 194 providing of 18mm wire rope galvanised 6x36 construction IWRC (steel core) RHOL (right hand ordinary lay) & tensile strength of 1960 N/mm confirming to IS :2266/89 195 Chair type 7 {Revolving chair medium back, support backrest symmetrical lumber support, back cover mesh fabric) (inclusive all taxes) 196 Dressing of earth work in surface excavation including cutting and filling upto 30cm depth including disposal of excavated earth upto 50m and lift upto 1.5 m. 197 Providing laying, spreading and compacting stone aggregates of specific sizes as per Table 400-7 to Water Bound Macadam specification including spreading in uniform thickness; handpacking, rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of screening (Table 400-8) binding materials to fill up theinterstices of coarse aggregates, watering (with water browser) and compacting to required density, making necessary earthen bund to protect edges as per clause 404 of MoRT&Hspecification including all material, labour, machinery, lighting, guarding and maintenance of diversion complete : Crusher broken Grade II (63-45 mm) 198 Providing and laying lean cement concrete 1:4:8 in Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in concrete mixer, laid manualy, compacted with surface vibrator, finishing and curing complete as per clause 601, 112 of MoRT&H specificationincluding all material, labour, machinery, lighting, guarding and maintenance of diversion 199 Chair type 4 {chair type with arms,frame type 4 legs,castors without (inclusive of all taxes)} 200 Providing and laying un-reinforced, dowel jointed, plain cement concrete mix With Concrete Mixer & vibrator pavement over a prepared sub base with 43 grade cement , coarse and fineaggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed as per approved mix design, laid, spread, compacted and finished in a continuousoperation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures (if required) as approved, curing compound, finishing to lines and grades complete as per drawing and as per clause 602, 112 of MoRT&H specification including all material, labour,machinery, lighting, guarding and maintenance of diversion. PCC M-25 201 Providing & Fixing of IK07 IP-66 protected high power LED flood light system with Pressure diecast aluminium housing LM6/ ADC12 material , toughened glass diffuser with suitable lenses on LED to achieve various beam angles, 240 volt, 50Hz, of high power LED lamps . Integrated driver must be potted & has a unique BIS R number shall be high efficiency having efficiency more than 85 % and in compliance to BIS certified and T.C. certificate. The System level Luminaire efficacy >=120 lm/ wt with High Power LEDs is to be used . LED driver Input Voltage AC 120 to 270 V AC with High voltage Cutoff @>=300 V AC and Auto resetting Safety . Input Frequency 50Hz±3%, Power Factor >0.95 ,driver Efficiency >85% , THD(I) <10% , driver current <1000mA shown in LM79 report. driver should be Phase to phase protection of 440 V for 4 Hrs. Electrical Connector Must be rovided, Surge Protection Min >=4KV internal and 10KV external, System life of 30000 Burning hours with 70% of Initial Lumens maintained, color Rendering Index >70 and CCT 5700K ±355K. Driver current <1000mA shown in LM79 report. Manufactures Word Mark/Name Engraved/Embossing/Screen printing on die cast housing to allow raceability/authenticity. Fixture shall be IS 10322 Complianced. OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures . (LM79/LM80) certificate/report with liable warranty of product/accessories from OEM shall be submitted . All as per approved by Engineer In charge . for additional technical parameters of products/works . High Power LED Flood 202 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing and staircase railing including applying a priming coat of approved steel primer. M.S tube 203 Octagonal MS Poles made of S-355JO grade steel sheet , folded lengthwise to obtained Octagonal shape, having single longitudinal seam weld and hot dipped galvanised internally & externally in accordance with IS 2629. 4 meter 204 Supply, Erection and Fixing of hot dipped galvanised M.S. Overhang (48.3 X 3.25 mm) with cap (400 x 88.9 / 114.3 x 3.25 mm) over the existing poles. All as per pre approved byEngineer in charge. For additional technical parameters of products/ work . Double arm overhang 205 providing of 24 mm wire rope galvanised 6x36 construction IWRC (steel core) RHOL (right hand ordinary lay) & tensile strength of 1960 N/mm confirming to IS :2266/89 206 Supply installation testing & Commissioning of ISO certified company made high mast lighting system (as per PLG 07 of ILP UK techinical report no 7 of ILE UK /IS:875 Part-1 –2015//BSEN10025/and IS:2062 )consisting of totally hot dip galvanised by single dipped method high mast, lantern carriage suitable for up to 12 nos luminaries with welded arm (excluding luminares), mast head frame assembly with full cover, including 1 No. LED 15 Watts aviation obstruction lights, double drum type self sustaining winch, inte gral power tool accesible from door with padlocking arrangement ( winch motor with control circuit) hot dipped galvanised heavy duty pipe lightening finial, S.S. ropes (AISI 316, 7 / 19 costruction ), EPR insulated PCP sheathed trailing cable, including outdoor type control panel for auto on / off, reverse / forward motor operation and CC foundation of M - 25 grade complete as required as per IS 456/IS 2911. The mast is constructed from mild steel plates (as per IS 5986 Gr. 510 ) cut and folded to form a polygonal section, telescopic jointed and welding as per BS 5135. ( See table P - 03 for specs.) OEM must have type test certificate for wind tunnel test for high mast fixtures , complete in all respect .All asper pre approved by Engineer in charge ,for additional technical parameters of products/work. 16.0 Mtr HM(in 2section) 207 Labour charge for removing old wire ropes and fixing of new wire ropes with all accessories and T&P etc complete 208 oiling & greasing of gantry crane on Parbati Dam Which includes complete Removal of all old worn out & broken down parts, cables, connections etc complete checking of all copper wiring, all wiring & connections control panel , all switches etc complete with all material , labout, T&P and lead and lift complete in all respect 209 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approvedbrand or manufacture 210 Providing and fixing of precast concrete interlocking tiles of desired shape of M 30 grade manufactured from fully computerized automatic stationery hydraulic vibrio pressed machine and fully computerized automatic batching plant of class A1/A2 as per BS 6717:2001. The CC interlocking paving blocks be laid on average 50mm. thick bed of coarse sand and the joint is to be filled with fine sand. Laying procedure on compacted sub-base as defined. Complete job is to be executed as per the instruction of Engineer in charge. The rates to be inclusive of all lead & Lifts etc. complete as per specifications. Tensile splitting strength, abrasion and braking load etc. as per BS 6717:2001, Grey cement. : 80mm thick 211 Table type 3 (storage provided one side,length of table top-1200 mm, depth of table top-600 mm) 212 Providing sofa set(Frame covering fully upholstered, Total No of seats in sofa set -4, covering material for seat and back rest-leatherite) 213 Table type 5 (seating capacity - 8 seater, width in mm -1200, Length in mm - 2400mm, shape of table top Rectangular , height in mm - 750 mm ) (inclusive all taxes)
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
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Science and Technology #10055799 Price Bid
Tender For Renovation / Refurbishment / Upgradation Works In Health Centre At Csir-Cecri, Karaikudi.; 1 Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : 2 Of area 3 sq. metres and below 3 Of area beyond 3 sq. metres 4 Dismantling aluminium/ Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable material and stacking of serviceable material with in 50 meters lead as directed by Engineer- in-charge. 5 Dismantling wood work in frames, trusses, purlins and rafters up to 10 metres span and 5 metres height including stacking the material within 50 metres lead : 6 Of sectional area 40 square centimetres and above 7 Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. 8 For thickness of tiles 10 mm to 25 mm 9 Dismantling the existing old damaged wash basin & sink including necessary fittings as directed by the Engineer-in-charge. 10 Dismantling W.C. Pan of all sizes including disposal of dismantled materials including malba all complete as per directions of Engineer-in-Charge. 11 Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of: 12 G.S. Sheet 13 Demolishingbrickworkmanually/bymechanicalmeansincluding stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. 14 In cement mortar 15 Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. 16 Closing the minor holes upto 0.10sqm area in existing mansonry wallls with necessary plastering and neat finishing as directed by the Engineer-in-charge 17 Removing old unnecessary clamps , angles ,curtain rods and other unwanted minor parts projected in walls & roofs. the rate inclusive of all lift and leads including necessary scaffolding as directed by the Engineer-in-charge. 18 Removing and placing the existing wooden furnitures and other movable items after executing the work including proper placing, cleaning wherever & whenever required as directed 19 Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 20 Nominal concrete 1:3:6 or richer mix (including equivalent design mix) 21 Demolishing the existing wethering course laid in roofs and including disposal / levelling near the site as directed. 22 Supplying chemical emulsion in sealed containers including delivery as specified. 23 Chlorpyriphos/ Lindane emulsifiable concentrate of 20% 24 Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : 25 Along the external wall below concrete or masonry apron [email protected] linear metre including drilling and plugging holes etc.: 26 With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration 27 Treatment of existing masonry using chemical emulsion @ one litre per hole at 300 mm interval including drilling holes at 45 degree and plugging them with cement mortar 1:2 (1 cement : 2 coarse sand) to the full depth of the hole : 28 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration 29 Providing and injecting approved grout inproportion recommended by the manufacturer into cracks/honey-comb area of concrete/masonry by suitable gun/pump at required pressure including cutting of nipples after curing etc. complete as per directions of Engineer-in-Charge. (The payment shall be made on the basis of actual weight of approved grout injected.) 30 Stirrer mixed SBR Polymer (of approved make) modified Cement slurrymade with Shrinkage Compensating Cement in concrete/RCC work. 31 Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as perspecifications and direction of Engineer- In-charge complete in all respect. 32 Epoxy bonding adhesive having coverage 2.20 sqm/kg of approved make 33 Repair to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sqm and under, including cutting the patch in proper shape, raking out joints and preparing plastering the wall surface with white cement based polymer modifiedself curing mortar, including disposal of rubbish, all completeas per the direction of Engineer-In-Charge. 34 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 35 All kinds of soil. 36 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. 37 Providing and laying in position excluding cement concrete of level: specified grade the cost of centering and shuttering - All work up to plinth 38 1:4:8 (1Cement : 4 coarse sand (zone-Ill) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources) 39 1:2:4 (1cement : 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) 40 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 41 Cement mortar 1:6(1 cement :6 coarse sand) 42 Brick work with clay flyash F.P.S. (non modular) brick of class designation 7.5 in superstructure above plinth level up to floor five level in : 43 Cement mortar 1:6 (1 cement: 6 coarse sand) 44 Half brick masonry with non modular fly ash bricks of class designation 10, conforming to IS :12894, in super structure above plinth upto floor V level. 45 Cement mortar 1 : 4 (1 cement : 4 coarse sand) 46 12 mm cement plaster of mix: 47 1:6 (1 cement: 6 coarse sand) 48 Providing and laying in position specified grade of reinforced cement concrete,excludingthecostofcentering,shuttering,finishingand reinforcement - All work up to plinth level : 49 1:1.5:3(1 cement: 1.5 coarse sand (zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 50 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). 51 Providing,transporting,hoistingandfixingaboveplinthlevelupto floor five level precast reinforced cement concrete in shelves, including setting in cement mortar 1:3 (1cement : 3 coarse sand), cost of required centering, shuttering and finishing with neat cement punning on exposed surfaces but, excluding the cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). 52 Steelreinforcement forR.C.C.workincludingstraightening,cutting, bending, placing in position and binding all complete upto plinth level. 53 Thermo-Mechanically Treatedbars of gradeFe-500D or more. 54 Centering and shuttering including strutting, propping etc. and removal of form for 55 Lintels,beams,plinthbeams,girders,bressumersand cantilevers 56 Providing precast cement concrete Jali 1:2:4 (1 cement : 2 coarse sand (zone-Ill) : 4 graded stone aggregate 6 mm nominal size), reinforced with 1.6 mm dia mild steel wire, including centering and shuttering, roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement: 3 fine sand) etc. complete, excluding plastering of the jambs, sills and sofits. 57 50 mm thick 58 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). 59 Second class teak wood 60 Providing and fixing ISI marked flush door shutters conforming to IS : 2202(PartI)non-decorative type,core of blockboardconstruction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 61 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 62 Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). 63 Providing and fixing factory made single extruded WPC (Wood Polymer Composite)soliddoor/window/Clerestorywindows&otherFrames/ Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms)fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2, modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A categorywithpropertyofbeingtermite/borerproof,water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and lengthcomplete as per direction of Engineer-In- Charge. (M.S hold fast/lugs or SS dash fasteners shall be paid for separately). 64 Note: For WPC solid door/window frames, minus 5 mm tolerance in dimensions i.edepth and width of profile shall be acceptable. Variation in profile dimensions on plus side shall be acceptable but no extra payment on this account shall be made. 65 Frame size 45 x 85 mm 66 Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid decorative type flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate andnatural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimumcompressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant. WPC to be laminated with PVC foil of minimum 14 microns thick of approved design pasted with hot melt adhesive on both faces of shutter and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In- Charge. (Note: stainless steel butt hinges and necessary S.S screws shall be paid separately) 67 30 mm thick 68 Taking out existing wooden door shutter, repair by cutting, painting etc. and refixing of repaired door shutters to existing door frames, including replacement of hinges with screws, etc. as required, all complete as per the direction of the Engineer-in-charge. 69 Extra for providing vision panel not exceeding 0.1sqm in all type of flush doors (cost of glass excluded) (overall area of door shutter to be measured): 70 Rectangular or square 71 Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. 72 Providing and fixing bright /matt finished Brass tower bolt of approved quality & make with necessary screws etc all complete. 300mm x 10mm 73 Providing and fixing Stainless steel latest ornamental fancy handle 1metrelong including necessary screws as directed by the Enginner- in -charge 74 Providingandfixingaluminiumextrudedsectionbodytubulartype universal hydraulic door closer (having brand logo with ISi, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. 75 Providing and fixing 150 mm bright finished floor brass door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete 76 Providing and fixing factory made uPVC glazed/wire mesh windows/ doors comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced with galvanizedmild steel section madeof requiredshape & size asper CPWDSpecification,uPVC extrudedglazingbeads,interlocksandlnlinesashadaptor(where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum8mm dia with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367 : Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame, sash & mullion (if required) 77 shall be mitred cut and fusion welded/mechanically jointed duly sealed at all corners, including drilling of holes for fixing hardware and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of approved size and quality, all complete as per approved drawing conforming to CPWD specification & direction of Engineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge. Wire mesh / Glazing of plain/ toughened/ laminated/ double glass unit with / without high performance coatings as per design requirements and conforming to IS: 3548 & IS: 16231 shall be paid separately. 78 Note:-StructuraldesignproofcheckedfromaGovernment Engineering Institute,tobeprovidedbythemanufacturerfor (i) Sites with basic wind speed > 45 m/sec as per IS 875 — Part 3 (ii) Sites with structure height more than 20m for all wind speeds Two and half track three panels sliding window with two glazed & one wire mesh panels with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body. 79 Using R3 series with frame (85 mm & above) x (40 mm & above) & glazed sash (30 mm & above) x (55 mm & above) & fly screen sash (20 mm & above) x (50 mm & above) with zinc alloy (zamak) powder coated handle on every glazedpanelalongwithmulti-pointlocking system. (Height upto 1.8 metre). 80 Fixed window/ ventilator without mullion /transom. 81 Using R2 series with frame (39 mm & above) x (39 mm & above). (Height upto 1.2 metre) 82 Providing and fixing glazing in UPVC window, ventilator shutters and partitions etc. as per the architectural drawings and the directions of engineer-in-charge. With colour glass panes of 4.0 mm thickness 83 Providing and fixing fiber glass mesh mosquito net in UPVC window, ventilator shutters etc. withas per the architectural drawings and the directions of engineer-in-charge. 84 Providing and fixing horizontal cassette roller blinds (Zebra) made of synthetic fabric of polyester /cotton with required pattern . Cassette mounting brackets shall support both the roller tube and the cassette. They must be capable of mounting inside, outside or to the ceiling, with the clutch on either right or left hand side of the roller. Cassette shall be installed to conceal the roller tube and mounting hardware. Cassette shall be made of approximately extruded aluminium and shall be painted with a high quality baked enamel finish, or finished with an anodized finish. Size of cassette depends on the size of blind.Cassette shall be able to accommodate a coordinated fabric insert and as directed by the Engineer-in-charge. 85 Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fastenersto be paid for separately) : 86 For fixed portion 87 Powder coated aluminium (minimum thickness of powder coating 50 micron) 88 Forshuttersofdoors,windows&ventilatorsincluding providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) 89 Powder coated aluminium (minimum thickness of powder coating 50 micron) 90 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): 91 With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) 92 With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) 93 Providingandfixingcupboardshutterwith 19mmthickoneside decorative and other side balancing lamination factory pressed BWP grade marine ply as per IS 710 of approved brand including 2 mm thick PVC edge banding tape with hot glue by edge bending machine etc. with auto closing spring loaded hinges (hydraulic type) etc. complete as per direction of Engineer-in-charge. (Payment of providing and fixing auto closing hinges shall be paid separately) 94 Providing & Fixing decorative high pressure laminated sheet of plain / wood grain in gloss / matt/ suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 Type S, including cost of adhesive of approved quality. 95 1.0 mm thick 96 Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid board one side white color and other side of board laminted with PVCfoil of minimum 14 micron thickness of approved design pasted with hot melt adhesive for cup boards, work stations and bathroom/ kitchen cabinet etc. of required sizes comprisingof virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate andnatural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread offlame of Class A 97 category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel piano hinges/soft close clip on concealed hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In- Charge.(Note: stainless steel piano hinges/soft close clip on concealed hinges and necessary S.S screws shall be paid separately) 98 18 mm thick 99 Providing and fixing stainless steel fancy handle of approved make fixed with SS screws etc. complete as per direction of Engineer-in-charge. 100 200 mm 101 Providing and fixing bright /matt finished Stainless Steel tower bolt of approved quality & make with necessary screws etc all complete. 100x10mm 102 Providing and fixing special quality bright finished brass cupboard or ward robe locks with four levers of approved quality including necessary screws etc. complete. 103 50 mm 104 Providing M.S. Piano hinges ISI marked IS : 3818 finished with nickel chromium plating grade 1as per IS:1068 and fixing with necessary screws etc., complete. 105 Overall width 35 mm 106 Providing and fixing false ceiling at all heightincluding jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board,all as per manufacturers specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting & frame work with : 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- Part I 107 Providing and fixing false ceiling at all heights including providing and fixing of frame work made of special sections, power pressed from M.S. sheets andgalvanized with zinc coating of 120 gms/sqm(bothside inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50 mm long with 6 mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm 108 long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25 mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, 109 all as per manufacturers specification and also including the cost of making openings for light fittings, grills, difusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with : 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) 110 Providing and Fixing 15 mm thick densified tegular edged eco friendly light weight calcium silicate false ceiling tiles of approved texture of size 595 x 595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanised steel sections (galvanising @ 120 grams per sqm including both side) consisting of main T runner suitably spaced at joints to get required length and of size 24x38 mm made from 0.33 mm thick (minimum) sheet, spaced 1200 mm centre to centre, and cross T of size 24x28 mm made out of 0.33 mm (Minimum) sheet, 1200 mm long spaced between mainT at 600 mm centre to centre to form a grid of 1200x600 mm and secondary cross T of length 600 mm and size 24 x28 mm made of 0.33 mm thick (Minimum) sheet to be inter locked at middle of the 1200x 600 mm panel to from grid of size 600x600 mm, resting on periphery walls /partitions on a Perimeter wall angle pre-coated steel of size(24x24X3000 mm made of 0.40 mm thick 111 (minimum) sheet with the help of rawl plugs at 450 mm centre to centre with 25 mm long dry wall screws @ 230 mm interval and laying 15 mm thick densified edges calicum silicate ceiling tiles of approved texture in the grid, including, cutting/ making opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc., wherever required. Main T runners to be suspended from ceiling using al. slotted cleats of size 25x35x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm G.I. adjustable rods with galvanised steel level clips of size 85 x 30 x 0.8 mm, spaced at 1200 mm centre to centre along main T. Bottom exposed with 24 mm of all T-sections shall be pre-painted with polyster baked paint, for all heights, as per specifications, drawings and as directed by Engineer-in-Charge. 112 Note :- Only calcium silicate false ceiling area will be measured from wall to wall. No deduction shall be made for exposed frames/opening (cut outs) having area less than 0.30 sqm.The calcium silicate ceiling tile shall have NRC value of 0.50 (Minimum), light reflection >85%, non- combustible as per B.S. 476 part IV, 100% humidity resistance and also having thermal conductivity <0.043 w/mK. 113 Providing and laying Vitrified tiles in floor in diferent sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. 114 Glazed Vitrified tiles Matt/Antiskid finish of size 115 Size of Tile 600 x 600 mm 116 Providingandfixing 18mmthickgangsawcut,mirrorpolished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters,window sills,facias andsimilar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing of edges to give high gloss finish etc. complete at all levels. 117 Granite stone slab of colour black, Cherry/Ruby red 118 Area of slab over 0.50 sqm 119 Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement: 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. 120 Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3(1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 121 Providing and fixing white vitreous china laboratory sink 32 mm C.P brass waste fitting , suitable felxible PVC waste hose , and 32mm C.P . brass trap with necessary C.P . brass unions complete, including cutting and making good the wall wherever required : Size 600x450x200 mm 122 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 123 15 mm nominal bore 124 Providing and fixing wash basin with Rackbolt, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste fittings & waste hose of standard pattern,wherever required White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap 125 Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. 126 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : 127 W.C. pan with ISI marked white solid plastic seat and lid 128 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: 129 White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests 130 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 131 15 mm nominal bore 132 Providing and fixing PVC multi trap (Nahini trap) with jalli including necessary fittings as directed by the Engineer - in- charge. 100mm dia 133 Providing and fixing CP two way tap of approved quality as directed by the Engineer-in-charge 15mm nominal bore 134 Providing and fixing CP coatedhealth faucet 1.0mtr length of approved quality with necessary fittings and screws as directed by the Engineer - in -charge 135 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 136 Providing and fixing PTMT soap Dish Holder having length of 138 mm, breadth 102 mm, height of 75 mm with concealed fitting arrangements, weighing not less than 106 gms. 137 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 138 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. 139 Providing and fixing PTMT shelf 440 mm long, 124 mm width and 36 mm height of approved quality and colour, weighing not less than 300 gms. 140 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : 141 Inside size 90x80 cm and 45 cm deep including C.I. coverwithframe(lightduty) 455x610mminternal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : 142 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 143 Providing and fixingPVC SWR pipes Type B conforming to IS:13592 including jointing with necessary fittings as directed by the Engineer-in-charge. 150mm diameter 144 Providing and fixingPVC SWR pipes Type B conforming to IS:13592 including jointing with necessary fittings as directed by the Engineer-in-charge. 110mm diameter 145 Providing and fixingPVC SWR pipes Type B conforming to IS:13592 including jointing with necessary fittings as directed by the Engineer-in-charge. 63mm diameter 146 Excavating trenches by mechinical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m: 147 All kinds of soil 148 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia 149 ProvidingandfixingChlorinatedPolyvinylChloride(CPVC)pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings and fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 150 20 mm nominal dia Pipes 151 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply and all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.Internal work - Exposed on wall 152 25 mm nominal dia Pipes 153 Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 154 25 to 40 mm nominal bore 155 Providing and fixing CPVC ball valve of approved quality, High or low pressure, with plastic floats complete as directed by the Engineer -in -charge. 25 mm nominal bore 156 Providing and fixing granite of 18 mm thick gang saw cut, mirror polished (double side), premoulded and prepolished, machine cut for urinal spearator and similar locations of required size (1300mm x 600mm), approved shade, colour, textureand fixing the walls as per site condition, joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Granite of any colour and shade 157 Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mmwith fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : 158 Providing and fixing CP brass urinal half turn valve of aprroved quality as directed by the Engineer-in-charge. 15mm nominal bore 159 Raking out joints in lime or cement mortar and preparing the surface for re-pointing or replastering, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. 160 Flush pointing with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement for pressed clay roof tiles as directed. 161 Providing & Applying polymer modified, flexible cementatiouswaterproofing coating with elastic waterproofing polymers on roofsurface in three coats @14.35 kg /10 sqm. one coat of self priming of cementatious waterproofing polymer(dilution with water in the ratio of 1:1) and two coats of cementatious waterproofing polymer(dilution with water in the ratio of 3:1 ) after scrapping and properly cleaning the surface to remove pre-existing paint film & loose particles till plaster is visible, complete in all respect as per the direction of Engineer-in-Charge. 162 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 163 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 164 Hot finished welded type tubes 165 Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 166 In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete 167 Providing and fixing precoated galvanised iron profile sheets (size, shape andpitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desiredby Engineer-in-charge. The sheet shallbe fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 168 Providingand fixingexpansionhold fasteners onC.C. /R.C.C./Brick masonry surface backing including drilling necessary holes and the cost of bolt etc complete. 169 Wedge expansion type 170 Fastener with threaded dia 12 mm 171 Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. 172 Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content. 173 With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre 174 Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approvedbrandandmanufacture,includingapplyingadditionalcoats wherever required to achieve even shade and colour. 175 Two coats 176 Providing andapplyingplaster of paris putty of 2mm thickness over plastered surface to prepare the surface even and smooth complete. 177 Finishing walls with Acrylic Smooth exterior paint of required shade: 178 New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) 179 Finishing walls with textured exterior paint of required shade: 180 New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm 181 Providing and applying acrylic based granular textured wall coating finish in any shade with spray coat bubble or compact or rustik shade.The rate inclusive of POP punning to the wall with proper level & making grooves and preparation of surface as directed. new work two or more coats applied @ 3.28ltr/10sqm over and including priming coat of exterior primer applied @ 2.20kg/10sqm 182 Cutting holes up to 30x30 cm in walls including making good the same: 183 With common burnt clay F.P.S. (non modular) bricks 184 Providng and fixing precast reinforced cement concrete rings with 25mm thick of size 450mm dia & height 300mm in existing masonry walls with neat finishing as per the direction of Engineer-in-charge. 185 Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. 186 Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. 187 Making through holes in plain or reinforced cement concrete / brick masonry wall with diamond core drilling system by mechanical means as directed100mm dia 188 Providing polishing white pebbles stone for vase fillers outdoor / indoor decoration as directed by the engineer-in-charge. size 20mm to 40mm 189 Providing and fixing wall lining / ceiling factory made moulded WPC ( wood polymer composite)louver panel at all height with contemporary design ,jointing and finishing to a flush finish with recommended screws all as per manufacturers specification including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge. (Excluding the cost of frame work or backing boards) 160 wide x23 mm thick 190 Cutting / Carving of plywood / ACP sheet/WPC/PVC/ cement board with CNCoperations in the required patternas directed by the Engineer-in-charge upto 25mm thick 191 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, bufing, polishing andmakingcurvature(wherever required)andfittingthesame with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). 192 Making letter with 12mm thick WPC sheet in all colours including neccssary machine cutting andneat finishing with sutable font. Fixing and placing in position at required height with neccssary screws / bolt & nuts. The rate inclusive of all transport charges , scaffolding and neccssary fittings as directed by the Engineer In-charge. 200mm high 193 Providing and fixing PVC beading for corner of the ceramic glazed wall tiles area and positioning as approved by engineer in charge. 194 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: 195 Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture 196 Providing and fixing 9 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer-in-charge. Pre-laminated particle board with Non -decorative lamination on both sides 197 Providng and fixing precast reinforced cement concrete rings with cover 25mm thick of size 900mm dia & height 300mm by using 6mm mild steel reinforcement 100mm c/c in both direction. The rate inclusive of all lifts and leadsas directed by the Engineer-in-charge. 198 Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying: (a) after surface preparation, first layer of slurry of cement @ 0.488 kg/ sqm mixed with water proofing cement compound @ 0.253 kg/sqm. (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. (d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately. For the purpose of measurement the entire treated surface will be measured. 199 Weathering course using best quality of broken jelly of 20mm gauge in pure slacked lime (no sand to be added) over roof slab the proportion of brick jelly to lime being 32:12.5 by volume and laid over in a single consolidated to the required design and finished thickness by beating the concrete with wooden beater to the size required slope of approved pattern and keeping the surface constantly wet by sprinkling lime jaggery water as per standard specification and as directed by the departmental officers. 200 Providing and laying pressed clay tiles (as per approved pattern 18 mm nominal thickness of approved size) on roofs jointed with cement mortar 1:4 (1 cement : 4 coarse sand) mixed with 2% integral water proofing compound, laid over a bed of 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) and finished neat complete. 201 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. 202 Fixed to openings /wooden frames with rawl plugs screws etc. 203 Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double acting hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-in-charge (Door handle, lock and stopper etc.to be paid separately). 204 Providing and fixing glass door stainless steel lock of approved quality , design and make with necessary fixing arrangements as directed by the Engineer-in-charge. 205 Supplying and fixing self adhesive decorative film for glass doors/ winows /glass partition/backing of suitable boards including requireddesign as directed by the Engineer-in-charge. 206 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x 300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: 207 150 x 100 mm size P type 208 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 209 Supplying and Fixing of stainless steel (304 grade) polished CSIR-Emblemfinished with suitable mounding struds inluding neat finishing at directed by Engineer-in-charge 450mm dia 210 Dismantling doors, windows,wooden board,wooden frames,aluminium partitions,false ceiling materials and clerestory windows (steel ,aluminium or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 1500 metres lead (store yard) : 211 Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : 212 For pipes 100 to 250 mm diameter 213 Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. including:(a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design. (b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades made out of 3 mm thick aluminium composite panel material consisting of 3 mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5 mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF / 214 Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws,nuts,bolts, washers,cleats, weather silicone sealant, backer rods etc.(c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain 215 wall with aluminium compositepanel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium items. The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places. 216 Providing and fixing on wall face unplasticisedRigidPVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 217 110 mm diameter 218 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS :5382, leaving 10 mm gap for thermal expansion. 219 Bend 87.5° 220 110 mm bend 221 Shoe (Plain) 222 110 mm Shoe 223 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable insurface /recessedmediumclassPVCconduit,withmodular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 224 Group C 225 Wiringfortwincontrollightpointwith 1.5sq.mmFRLSPVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2 way modular switch,modular plate, suitable GI box and earthing the point with1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 226 Wiringforcircuit/submainwiringalongwithearthwirewiththe followingsizesofFRLSPVCinsulatedcopper conductor,single corecableinsurface/recessedmediumclassPVCconduitas required. 227 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire 228 2 X 4 sq. mm + 1 X 4 sq. mm earth wire 229 2 X 6 sq. mm + 1 X 6 sq. mm earth wire 230 2 X 10 sq. mm + 1 X 6 sq. mm earth wire 231 4 X 2.5 sq. mm + 2 X 2.5 sq. mm earth wire 232 4 X 4 sq. mm + 2 X 4 sq. mm earth wire 233 4 X 10 sq. mm + 2 X 6sq. mm earth wire 234 4 X 16 sq. mm + 2 X 6 sq. mm earth wire 235 Supplyingand drawingfollowingpair 0.5mmdiaFRLSPVC insulated annealed copper conductor, unarmored telephone cable in the existing surface/ recessed steel/ PVC conduit as required. 236 2 Pair 237 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 238 25 mm 239 Supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc. as required. 240 100 mm X 100 mm X 60 mm deep 241 200 mm X 150 mm X 75 mm deep 242 200 mm X 300 mm X 100 mm deep 243 Supplying and fixing following modular switch/ socket on the existing modularplate&switchboxincludingconnectionsbutexcluding modular plate etc. as required. 244 5/6 A switch 245 15/16 A switch 246 3 pin 5/6 A socket outlet 247 6 pin 15/16 A socket outlet 248 Telephone socket outlet 249 Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. 250 Supplyingandfixingfollowingsize/modules,GIboxalongwith modular base & cover plate for modular switches in recess etc. as required. 251 1 or 2 Module (75mmX75mm) 252 3 Module (100mmX75mm) 253 6 Module (200mmX75mm) 254 12 Module (200mmX150nnm) 255 Supplying and fixing call bell/ buzzer suitable for single phase, 230 V, complete as required. 256 Installation,testingandcommissioningofpre-wired,fluorescent fitting / compact fluorescent fittingof alltypes,complete withall accessoriesand tube/lamp etc.directly on ceiling/ wall,including connectionswith 1.5sq. mm FRLS PVC insulated, copper conductor, single core cable and earthing etc. as required. 257 Numberingofceilingfan/exhaustfan/fluorescentfittingsas required. 258 Wiring for group controlled (looped) light point/fan point/exhaust fan point/call bell point ( without independent switch etc.) with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed PVC conduit,and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc. as required. 259 Group C 260 Supplying and fixing following way,horizontal type three pole and neutral,sheetsteel,MOBdistributionboard, 415V,onsurface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 261 4 way (4 + 12), Double door 262 6 way (4 + 18), Double door 263 8 way (4 + 24), Double door 264 Supplyingand fixingof following ways surface/ recessmounting, vertical type, 415 V, TPN MOB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 A tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCBs (but without MCBs and incomer ) as required . (Note : Vertical type MOB TPDB is normally used where 3 phase outlets are required.) 265 4 way (4 + 12), Double door 266 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, C curve, miniature circuit breaker suitable for inductive load of following poles intheexistingMOBDBcompletewithconnections,testingand commissioning etc. as required. 267 Single pole 268 Double pole 269 Triple pole 270 Supplying and fixing single pole blanking plate in the existing MOB DB complete etc. as required. 271 Supplying and fixing DP sheet steel enclosure on surface/ recess alongwith 25/32A240VCcurveDPMCBcompletewith connections, testing and commissioning etc. as required. 272 Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required. 273 Supplying and fixing Cable End Box (Loose Wire Box) suitable for following triple pole and neutral, sheet steel, MCB distribution board, 415Volts,onsurface/recess,completewithtestingand commissioning etc.as required. 274 For 4 way, Double door TPN MCBDB 275 For 6 way, Double door TPN MCBDB 276 For 8 way, Double door TPN MCBDB 277 Supplying and fixing Cable End Box (Loose Wire Box) suitable for triple pole and neutral, sheet steel, Vertical MCB distribution board, 415 Volts, on surface/ recess, complete withtesting and commissioning etc. as required. 278 Supplyingandinstallingfollowingsizeof perforatedpaintedwith powdercoatingM.S.cabletrayswithperforationnotmorethan 17.5%,in convenient sections, joined with connectors, suspended fromtheceilingwithM.S.suspendersincludingbolts&nuts, painting suspenders etc as required. 279 150 mm width X 50 mm depth X 1.6 mm thickness 280 300 mm width X 50 mm depth X 1.6 mm thickness 281 Supplyingandinstallingfollowingsizeof perforatedpaintedwith powder coatingM.S.cable traysbends withperforationnot more than 17.5%„ joined with connectors, suspended from the ceiling with M.S. suspenders including bolts & nuts, painting suspenders etc as required. 282 150 mm width X 50 mm depth X 1.6 mm thickness 283 300 mm width X 50 mm depth X 1.6 mm thickness 284 Supplyingandinstallingfollowingsizeof perforatedpaintedwith powder coating M.S. cable trays Tee with perforation not more than 17.5%, joined with connectors, suspended from the ceiling with M.S. suspendersincludingbolts&nuts,paintingsuspendersetcas required. 285 300 mm width X 50 mm depth X 1.6 mm thickness 286 Earthing withG.I.earthplate 600mm X 600 mm X 6mm thick including accessories, and providing masonry enclosure with cover plate havinglocking arrangement and wateringpipe of 2.7 metre long etc. with charcoal/ coke and salt as required. 287 Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate havinglocking arrangement and wateringpipe of 2.7 metre long etc. with charcoal/ coke and salt as required. 288 Supplying andlaying 25 mm X 5 mm copper strip at 0.50 metre belowground asstrip earth electrode, including connection/ terminating with nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of brass nut bolt & spring washer spaced at 50mm) 289 Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required. 290 Providing and fixing 25 mm X 5 mm GI. strip on surface or in recess for connections etc. as required. 291 Providingandfixing4.00mmdiacopper wireonsurfaceorin recess for loop earthing as required. 292 Providing and fixing earth bus of 50 mm X 5 mm copper strip on surface for connections etc. as required. 293 Laying of one number PVCinsulated andPVC sheathed / XLPE power cable of 1.1KV grade of following size in the existing RCC/ HUME/ METAL pipe as required. 294 Above 35 sq. mm and upto 95 sq. mm 295 Above 95 sq. mm and upto 185 sq. mm 296 Laying of one number PVC insulated andPVC sheathed / XLPE powercableof1.1KVgradeoffollowingsizeintheexisting masonry open duct as required. 297 Above 35 sq. mm and upto 95 sq. mm 298 Above 95 sq. mm and upto 185 sq. mm 299 Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as required. 300 Above 35 sq. mm and upto 95 sq. mm (clamped with 25x3mm MS flat clamp) 301 Above 95 sq. mm and upto 185 sq. mm (clamped with 25/40x3mmMS flat clamp) 302 Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on cable tray as required. 303 Above 35 sq. mm and upto 95 sq. mm (clamped with 25x3mm MS flat clamp) 304 Supplyingandmakingendterminationwithbrass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1KV grade as required. 305 312 X 70 sq. mm (38mm) 306 3% X 150 sq. mm (50mm) 307 Supplying and fixing of 32 mm dia X 2.00 metres long GI. pipe (medium class) bracket for mounting of fluorescent / HPMV / HPSV street light fitting on pole including bending the pipe to the required shape, 2 nos 40 mm X 3 mm flat iron clamps with nuts, bolts and washer, painting the flat iron with primer and finish paint etc. as required. 308 Supplying and fixing of light class G.I. pipe of 80 mm dia. (nominal) 3 metres length along the pole for protection of under ground cable as required. 309 Supplying and laying of following sizeDWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc.conforming toIS 14930, Part II complete with fitting and cutting, jointing etc.direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required. 310 90 mm dia (00-90 mm & I0-76 mm nominal) 311 120 mm dia (00-120 mm & ID-103 mm nominal) 312 Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLOC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CM/M/W) minimum 6.00, Air delivery minimum 210 Cum/Min , 350 RPM (tolerance as per IS : 374-2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required. 313 Removing the existing TPN and SPN DBs,changeover switch Db,SFU’s of all size, Fuse carriers,Main switches, Sub main, circuit and point wirings,switch boards, power boardsfan and light fittings with Various size of cables , removing of Incoming cables/wires for old PDB and LDB and other unused and worn-out electrical installations, and other unwanted Electrical materials in the proposed area complete in all aspects as per site condition and returning the removed items to the departments stores or any such place within the campus area as directed by the engineer in charge as per site condition. 314 Shifting of 15 KVA UPS System (including UPS Unit and Batteries) from passage to proposed new panel room. Scope includes:Disconnecting ,shifting andreconnecting UPS,Batteries (20Nos) power and battery cables, Installation and realignment in new location, Testing and commissioning all required manpower, tools, and accessories as per site condition. 315 LED Street Light Fitting :Supply and fixing ofoutdoor type LED Street light fitting,36W, in the existing pole (up to 40mm dia ) located in site along with all accessories as required as per site condition. Simial to JV Lukers STRADA Model No.LST- 36 or Equivalent as approved by department.(note:The fitting should have 2 years warranty replacement) 316 2 FtLED Batten:Supply of 2 feet extruded aluminium LED batten indoor type 12W, having high efficiency, flicker free suitable for wall, surface and conduit mounting system with required accessories as required. Similar to Philips Endura Smat BrightModel No. BN021 LED12S-6500 PSU GR or Equivalent with time of 25,000 hours as approved by department 317 LED ML Fitting : Supply of LED mirror light fitting of 18 W,WW having high efficiency,wall/ surface mounting with suitbale driver of wide voltage range as required. Similar to JV Lukers LITA T8 Model No.LMCL 18 or Equivalent as approved by department.Note:the fitting shall have 2 years warranty replacement 318 12 Way VTPN DB with 100 A MCCB:Supplying and fixing 12 way surface/ recess MCCB mounting, 415 volts, vertical type TPN MCB distribution board (with wire way/cable end box) of sheet steel,dust protected, duly powder painted, inclusive of 160 amps tinned copperbusbar,commonneutrallink,earthbar,dinbarfor mounting MCBs, along with 100 A,16/25 KA TPN MCCB, phase barrier and spreaders for incomer, interconnection between DB incomer and the bus bars/Existing mains shall be made with copper cables of appropriate rating as required.The VTPN DB shall be mounted on a adequate size angle/flat and grouted/ fixed (drilling,cutting welding painting etc)firmly in the existing wall/ existing base channel as required as per site condition complete in all aspects.The above DB shall include the following C series, 10 kA MCBs in the out going circuits 319 TP MCB-63A-2 NosSP MCB-6-32A-30 NosBlanking plates -As required.Make : Legrand /Schneider /Siemens/Hager or equivalentsubject to the approval of the department. 320 TP +N MCB With Enclosure for AC outdoor:-Supplying and fixing TP+N415 volts, 63 amps,C Series,MCB including Enclosure asrequired as per site condition complete in all aspects . 321 Raceway 100x50 mm: Supply and fixing of100 x 50 mm UPVC cable management complete system / raceway trunking along with all accessories as requiredin surface and carrying out the proposed electrification works complete in all aspects as required as per site condition.Make : MK/ Legrand/Siemens or Eauivalent as approved by department. 322 Raceway 50x50 mm:Supply and fixing of50 x 50 mm UPVC complete cable managementsystem / raceway trunking along with all accessories as requiredin surface and carrying out the proposed electrification workscomplete in all aspects as required as per site condition.Make : MK/ Legrand/Siemens or Eauivalent as approved by department. 323 TP MCB:-Supplying and fixing TP 415 volts, 63 amps,C Series,MCBin the existing DBas required as per site condition complete in all aspects . 324 TP +N MCB:-Supplying and fixing TP+N415 volts, 40 amps,C Series,MCBin the existing DBas required as per site condition complete in all aspects . 325 2x2 LED fitting: Supply and fixing recessed mounting2x2 LED energy efficient fitting, 4200 lumens, around 40 watts,WW/WHalong with suitable driver with ripple less than 5%for flicker/glare-free light in the existing false ceiling with required accessoriessuch as chain/stringfor supporting the fittings firmlyin the ceiling including interconnections as required. Similar to Philips Full Glow G6 Model No : RC380B LED 42S-6500/4000 G6 l60 W60 PSU OD or Equivalent as approved by department.(Note:The Fitting Should have 2 years warranty replacement) 326 2x2 LED fitting: Supply ofrecessed mounting2x2 LED energy efficient fitting, 4200 lumens, around 40 watts,WW/WH along with suitable drive rwith ripple less than 5%for flicker/glare-free light as required. Similar to Philips Full Glow G6 Model No : RC380B LED 42S-6500/4000 G6 l60 W60 PSU OD or Equivalent as approved by department.(Note:The Fitting Should have 2 years warranty replacement) 327 Square/RoundLED down lighter :Supply and fixing ofrecessed mounting Square Down lighter LED energy efficient fitting,1200 lumens, 12W, WW/WH light along with suitable driver in the existing false ceiling with required accessories for mounting the fittings firmlyin the ceiling including interconnections as required. Similar to Philips Sleek surface slim profile SM250/260 LED 12S 6500 PSUor Equivalent as approved by department.(Note:The Fitting Should have 2 years warranty replacement) 328 Square/RoundLED down lighter :Supplyofrecessed mounting Square Down lighter LED energy efficient fitting,1200 lumens, 12W, WW/WH light along with suitable driver in the existing false ceiling with required accessories for mounting the fittings firmlyin the ceiling including interconnections as required. Similar to Philips Sleek surface slim profile SM250/260 LED 12S 6500 PSUor Equivalent as approved by department.(Note:The Fitting Should have 2 years warranty replacement) 329 Smart LED Strip Light : Supply, installation, testing and commissioning of indoor type, 5 mtr, 12 V,25 W,2200 lumens, Smart WiFi Tunable white strip light that works works with voice/ WiZ connected/remote based application along with suitable AC driver of continuous duty,etc having an adhesive for firm fixing and2 years replacement warranty etc.The strip light shall be installed in the existing confernce room wall panel/ false ceilingwith required accessories, interconnections of adequate rated cables complete in all aspects as required as per site condition. Similar to Phlips 5 Mtr WiZ Smart Strip LightProduct SKU : 929003551501 or equivalent as approved by department. 330 4 Ft Industrial LED Batten:Supply of standard 4 feet industrial indoor 40W,LED batten having high efficiency, flicker free suitable for wall, surface and conduit mounting system with required accessories as required. Similar to Philips Endura LED Next Model No. BN308CLED40S-6500 L1 PSD or Equivalent as approved by department.(Note:The LED batten shall have minimum 2 years relacement warranty.) 331 LED Wall Lamp : Supply, installation, testing and commissioning of indoor type bigwall mounted modern creative light fixture LED wall lampmade up of glass or combination of metal and crystal material having Gold/Shining lamp shade, Bold vibe, Abstract pattern and the model will be selected by the engineer in-charge . the basic amount of the fitting should be reckoned as Rs 5000/ (± 5%) excluding GST. operating with AC source of power supply, having a replacement warranty of 1 year, complete with wall lamp and bulb to be suitably mounted in the wall mounting panel and other structures with required accessories, interconnections of adequate rated cables complete in all aspects as required as per site condition. 332 LED Silicon Neon Profile Tube Light Lighting: Supply, installation, testing and commissioning of indoor type, 10 mtr, 24 V,75 W,vibrant lighting with low energy consumptionalong with suitable AC driver of continuous duty,etc having an adhesive for firm fixing and2 years replacement warranty etc.TheProfile Tube Light shall be installed with different meter length in the existing conference room wall panel/ false ceilingwith required accessories, interconnections of adequate rated cables complete in all aspects as required as per site condition. Similar to Harold 10 Mtr Silicon Neon Profile Tube Light or equivalent as approved by department. 333 Butterfly Gold LED Wall Lamp:Supply, installation, testing and commissioning of indoor type bigwall mounted modern CITRA Transparent Acrylic Butterfly Gold LED Wall Lamp Bedside Light - Warm Whitemade up of Metal or combination of metal and crystal material having Gold lamp shade, Bold vibe, Abstract pattern and minimum dimension of 24Lx19Wx12H CM, AC source of power supply, having a replacement warranty of 1 year, complete with wall lamp and bulb to be suitably mountedin the wall mounting panel and other structures withrequired accessories, interconnections of adequate rated cablescomplete in all aspects as required as per site condition. Similar to CITRA Transparent Acrylic Butterfly Gold LED Wall Lamp Bedside Light - Warm White or equivalent as approved by the department. 334 Sun flower Wall Lamp:Supply, installation, testing and commissioning of indoor type bigwall mounted modern Lamp master 3-in-1 LED Sunflower Wall made up of Acrylic or combination of metal and crystal material having Lamp master 3-in-1 LED, Abstract pattern and minimum dimension of 23Lx5Wx23H CM, AC source of power supply, having a replacement warranty of 1 year, complete with wall lamp and bulb to be suitably mountedin the wall mounting panel and other structures withrequired accessories, interconnections of adequate rated cablescomplete in all aspects as required as per site condition. Similar to Lamp master 3-in-1 LED Sunflower Wall & Ceiling Light - Creative Acrylic Decorative Wall Light or equivalent as approved by the department. 335 Exhaust fan CATA C B15 Matic: Supplyingand fixing of window mounted plastic housing of industrial type white colour exhaust fan,automatic shutter, 220-240 V 50 Hz,class B insuslation, theramal cutout,43 dB noise level, 40 Deg ambient, 320 CFM suitable for 150 Sq Ft size room in the existing window of the bathroom as required with necessary accessories, interconnection etc as per site condition. Similar to CATA C B15 Maticor equivalent as approved by department. 336 Supply of constant current LED Driver suitable for 2x2’ Full Glow LED Fitting, with thespecifications is Input Voltage: 140–270V AC, Output: Constant current, suitable for 36W–40W LED, Power Factor: ≥0.95, THD: <10%, Surge Protection: ≥4kV, Efficiency: ≥85%, Specify approved make or “equivalent” 337 Supply of LED Driver for Down lighter LED fitting 12W, 1200 Lumens, WW/WH color. Input: 220-240V AC Output: 12V/Constant Current, PF > 0.9 , Efficiency > 85% , THD < 15%, CE/RoHS compliant andSpecify approved make or “equivalent”. 338 Supplyand installtion of Rubber mat of size (100X200) cm as persite condition at VTPN DB area of thickness as per standard IS 15652. 339 Supplying & fixing of ariel clamp set of Suitable angle for fixing following HRC Fuse Base and Fuselink on the LT polewith 250 AMPS HRC Fuse base (make: L&T) and 250 A HRC Fuse link (make:L& T) with necessary accessories assembled as complete set and mounted in the existing LT pole along with the termination of UG cable as required as per site condition. 340 Dispensary MV Distribution Panel a) Supply, installation, testing and commissioning of In Door type panel manufactured by a CPRI approved panel fabricator compling IS standards.LT Panel Sheet thickness should not be less than 2.00 mm for load bearing members and doors and LT panel cubicle/vertical should be with 9 fold design structure for more strength, with detachable gland plates of 3mm thick for entry of cables from the top/bottom as required with 400A ratings electrolytic copper bus bars with sleeves (100% for phases & 50% neutral & as per standards for earth running all around the panel), free standing, totally enclosed, suitable for 3 phase and neutral. The panel should be modular in design with ZERO welding and suitable for 415 V, 3 phases, 50 Hz, 4 wire systems IP 43 & IK09. The LT panel bus bars shall be supported with the Glass reinforced Polyamide 6.6 type bus bar support suitable up to 140 deg C. Main incoming & outgoing switchgear/circuit breakers should be of same manufacturer and switchgear should be of same series/model of the OEM. 341 No live part should be accessible from the front, while operating the door. Total Discrimination chart should be prepared for all the LT panels & should be submitted before approval along with GA Drawing. Incomer :- 1 No’sof 320 Amps 4 pole Changeover switch parallel with a separate suitable HRC fuse carrier set along with neutral bus on the load side with necessary interconnections as required as per standards etc, direct rotary handle, 2 set of spreader terminal, phase barrier,intersource barrier, shorting links set of 4,415/690 V AC, 100 % Neutral,12.5 kA, insulation voltage of 1000 V Ac, impulse voltage of 12 kV, mechanical and electrical rating of 10000 and 2000 cycles respectively confirming to IS as amended up to date complete withall otheraccessories etc as required. Similar to TSE power line, Frame-2 Cat No.424188 of Legrand or equivalent as approved by department. 342 i) Digital multifunction meter class 1 accuracy, with Rs 485 portoutput for communication toread V, A, F, PF, kW, kVA, kVAR, kWh, kVAh, kVARh, etc - 1No.ii) 320A/5A CL.1 accuracy, 15VA burden CT - 3 Nos.iii) RYB and ON, OFF, indication lamps for both source connected with suitable control fuse and MCB -1 Set.Outgoing: 8 No’s of100 Amps TPN MCCB (Icu=10 kA=Ics )Thermal magnetic based, 415V, 100% Neutral, rating confirming to IS as amended up to date complete with over current & short circuit protection, spreaders, phase barriers, direct rotary handle etc with required interconnections as required complete in all aspects as required 343 Erection in all aspect including providing necessary angle iron channels for the panel to be mounted on the existing trench/brickwork/panel room, with required fastners, accessories and other allied works deemed to be required to complete as per site condition (including necessary civil works as required and finishing the same to the original condition, along with cable excavation for loose/loop purpose as required.) 344 Supply, fabrication, and installation of CRCA metal enclosure with sealing arrangments as per EB requirements, 2 MM thickness (powder coated) of minimum size 400mm (W) x 300mm (D) x 500mm (H)along with electrolytic copper bus bar rated for 300A, mounted inside the enclosure with suitable supports, sleeves, and interconnections for incomer and outgoing connections and3mm thick detachable gland plates for 150 Sqmm aluminium cable entry from top/bottom as required. The cable end box shall be mounted on a adequate size angle/flat and grouted/ fixed (drilling, cutting welding painting etc) firmly in the existing wall/ existing base channel as required as per site condition complete in all aspects. 345 Shifting of TNEB Metering Board Three Phase: a)Supplying and fixing of suitable size of teakwood plank for fixing of existing meter and other accessories as required.b) Supplying and fixing of required 03 nos of 63A-100A porcelain fuse unit. c)Supplying and Fixing of copper earth strip of size 19mm X 3mmthick of6`` length for earth connections as reqd. The above complete set has to be mounted on wall. The charge including all interconntions and masonry works etc. d)Re fixingor shifting of Existing Meters (10-60A) with new boards including remitting of necessary charges to TNEB for meter shifting on behalf of CSIR-CECRI and co-coordinating with TNEB officials in all aspects in order to charge the meteringboard complete as required.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Statutory Bodies & Commissions/Committees No of Bidders 2
Tamil Nadu View Result →
15.
Housing Urban and Rular Development #10053636 Price Bid
Construction Of Workshop Lab Classroom For Pm Shri School At Govt. Senior Secondary School Bambooflat- 1 EARTH WORK 2 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 3 All kinds of soil. 4 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lif. 5 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 6 CEMENT CONCRETE (CAST IN SITU) 7 Providingandlayinginpositioncementconcreteof specified grade excluding the cost of centering and shuttering - All work up to plinth level : 8 1:4:8 (1Cement : 4 coarse sand (zone-Ill) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources) 9 Providing and laying cement concrete in retaining walls, return walls, walls (any thickness)includingattachedpilasters,columns,piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 10 1:2:4 (1Cement : 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) 11 Providing andlaying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement: 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 12.5 mm nominal size derived from natural sources) 12 REINFORCED CEMENT CONCRETE 13 Providing and laying in position specified grade of reinforced cement concrete,excludingthecostofcentering,shuttering,finishingand reinforcement - All work up to plinth level : 14 1:1.5:3(1 cement: 1.5 coarse sand (zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 15 Reinforced cement concrete work in walls (any thickness),including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor fivelevel,excludingcost of centering,shuttering, finishingand reinforcement: 16 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 17 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). 18 Centering and shuttering including strutting, propping etc. and removal of form for 19 Foundations,footings,basesof columns,etc.formass concrete 20 Walls (anythickness)includingattachedpilasters, butteresses, plinth and string courses etc. 21 Suspended floors,roofs,landings,balconies and access platform 22 Lintels,beams,plinthbeams,girders,bressumersand cantilevers 23 Columns, Pillars, Piers, Abutments, Posts and Struts 24 Weather shed, Chajjas, corbels etc., including edges 25 Steelreinforcement forR.C.C.workincludingstraightening,cutting, bending, placing in position and binding all complete upto plinth level. 26 Thermo-Mechanically Treatedbars of gradeFe-500D or more. 27 Steelreinforcement forR.C.C.workincludingstraightening,cutting, bending, placing in position and binding all complete above plinth level. 28 Thermo-Mechanically Treatedbars of gradeFe-500D or more. 29 CLADDING WORK 30 Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3(1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 31 WOOD AND P. V. C. WORK 32 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. 33 Fixed to openings /wooden frames with rawl plugs screws etc. 34 Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS: 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : 35 300x16 mm 36 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 37 200x10 mm 38 Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 39 125 mm 40 Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. 41 Single rubber stopper 42 Providing and fixing factory made uPVC glazed/wire mesh windows/ doors comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced with galvanizedmild steel section madeof requiredshape & size asper CPWDSpecification,uPVC extrudedglazingbeads,interlocksandlnlinesashadaptor(where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum8mm dia with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367 : Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all corners, including drilling of holes for fixing hardware and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of approved size and quality, all complete as per approved drawing conforming to CPWD specification & direction of Engineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge. Wire mesh / Glazing of plain/ toughened/ laminated/ double glass unit with / without high performance coatings as per design requirements and conforming to IS: 3548 & IS: 16231 shall be paid separately.Note:-StructuraldesignproofcheckedfromaGovernment Engineering Institute,tobeprovidedbythemanufacturerfor (i) Sites with basic wind speed > 45 m/sec as per IS 875 — Part 3 (ii) Sites with structure height more than 20m for all wind speeds 43 Fixed window/ ventilator without mullion /transom. 44 Using R3 series with frame (55 mm & above) x (45 mm & above). (Height upto 2.5 metre) 45 Casement window double panels with fixed mullion with S.S. 304 friction hinges as per size and weight of sash, multi-point locking system, zinc alloy (zamak) powder coated handles. 46 Using R3 series with frame (55 mm & above) x (45 mm & above) & sash (55 mm & above) x (65 mm & above) & mullion (55 mm & above) x (65 mm & above). (Height upto 1.8 metre). 47 STEEL WORK 48 Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. 49 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. 50 G.I. pipes 51 FLOORING 52 Providing and laying vitrified floor tiles in diferent sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. 53 Size of Tile 600x600 mm 54 Providing and laying Vitrified tiles in floor in diferent sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. 55 Glazed Vitrified tiles Matt/Antiskid finish of size 56 Size of Tile 600 x 600 mm 57 FINISHING 58 12 mm cement plaster of mix: 59 1:4(1 cement: 4 fine sand) 60 6 mm cement plaster of mix: 61 1:3(1 cement :3 fine sand) 62 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour: 63 New work(twoormorecoats)over andincludingwater thinnable priming coat with cement primer having VOC content less than 50 gram/litre 64 Finishing walls with Acrylic Smooth exterior paint of required shade: 65 New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) 66 Applying priming coat: 67 With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works 68 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : 69 Two or more coats on new work 70 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 71 Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content. 72 With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre 73 NEW TECHNOLOGIES AND MATERIALS 74 Providing and fixing factory made single extruded WPC (Wood Polymer Composite)soliddoor/window/Clerestorywindows&otherFrames/ Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms)fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2, modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A categorywithpropertyofbeingtermite/borerproof,water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and lengthcomplete as per direction of Engineer-In- Charge. (M.S hold fast/lugs or SS dash fasteners shall be paid for separately). Note: For WPC solid door/window frames, minus 5 mm tolerance in dimensions i.edepth and width of profile shall be acceptable. Variation in profile dimensions on plus side shall be acceptable but no extra payment on this account shall be made. 75 Frame size 65 x 125 mm 76 Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate andnatural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimumcompressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread offlame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In- Charge.(Note: stainless steel butt hinges and necessary S.S screws shall be paid separately) 77 30 mm thick 78 Non Schedule Items 79 Providing hollow cement block walling upto floor level 200 mm thick consisting of using hollow block of size 40x20x20 cm of mix 1:3:6(1Cement :3Coarse sand:6 graded stone aggregate 10 mm nominal and dwn size ) having a crushing strength of 3.50N/mm2 at 28 days as per IS 2185(Part-I)1979 laid in cement Mortar 1:6(1 Cement :6 Coarse sand)complete. 80 Providing & fixing glass panes in UPVC door, windowm ventilator shutters and partitions etc. of required size and of approved quality complete as per the architectural drawings and the direction of Engineer-in-charge. (Area of opening for pane inserts excluding portion insidee grooves or rebates to be measured.) 81 4.0 mm thick glass panes 82 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of stone aggregate 40mm nominal size well rammed and consolidated and grouted with fine sand includingfinishing the top smooth.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 6
Andaman And Nicobar Islands View Result →
16.
Public Administrative Department #10053608 Price Bid
Major renovation of GPA Type-II quarter 70/71 at Babulane, Campbell Bay.- Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2 All kinds of soil. 3 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lif. 4 Providingandlayinginpositioncementconcreteof specified grade excluding the cost of centering and shuttering - All work up to plinth level : 5 1:3:6 (1Cement : 3 coarse sand (zone-Ill) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) 6 1:4:8 (1Cement : 4 coarse sand (zone-Ill) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources) 7 Providing and laying in position specified grade of reinforced cement concrete,excludingthecostofcentering,shuttering,finishingand reinforcement - All work up to plinth level : 8 1:1.5:3(1 cement: 1.5 coarse sand (zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 9 Reinforced cement concrete work in walls (any thickness),including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor fivelevel,excludingcost of centering,shuttering, finishingand reinforcement: 10 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 11 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). 12 Centering and shuttering including strutting, propping etc. and removal of form for 13 Foundations,footings,basesof columns,etc.formass concrete 14 Suspended floors,roofs,landings,balconies and access platform 15 Lintels,beams,plinthbeams,girders,bressumersand cantilevers 16 Columns, Pillars, Piers, Abutments, Posts and Struts 17 Steelreinforcement forR.C.C.workincludingstraightening,cutting, bending, placing in position and binding all complete upto plinth level. 18 Thermo-Mechanically Treatedbars of gradeFe-500D or more. 19 Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3(1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 20 Providing and fixing ISI marked flush door shutters conforming to IS : 2202(PartI)non-decorative type,core of blockboardconstruction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 21 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 22 Providing and fixing factory made uPVC glazed/wire mesh windows/ doors comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced with galvanizedmild steel section madeof requiredshape & size asper CPWDSpecification,uPVC extrudedglazingbeads,interlocksandlnlinesashadaptor(where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum8mm dia with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367 : Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all corners, including drilling of holes for fixing hardware and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of approved size and quality, all complete as per approved drawing conforming to CPWD specification & direction of Engineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge. Wire mesh / Glazing of plain/ toughened/ laminated/ double glass unit with / without high performance coatings as per design requirements and conforming to IS: 3548 & IS: 16231 shall be paid separately.Note:-StructuraldesignproofcheckedfromaGovernment Engineering Institute,tobeprovidedbythemanufacturerfor (i) Sites with basic wind speed > 45 m/sec as per IS 875 — Part 3 (ii) Sites with structure height more than 20m for all wind speeds. 23 a) Casement window double panels with fixed mullion with S.S. 304 friction hinges as per size and weight of sash, multi-point locking system, zinc alloy (zamak) powder coated handles.Using R3 series with frame (55 mm & above) x (45 mm & above) & sash (55 mm & above) x (65 mm & above) & mullion (55 mm & above) x (65 mm & above). (Height upto 1.8 metre). 24 Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5 mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturers specification and direction of Engineer- in-Charge. 25 Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5 mm thick heat moulded PVC C channel of size 30 mm thickness, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mm thick, 95 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mm x 2 ) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail, paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7 mm (5 mm+2 mm) thick x 15 mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the C Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge, manufacturers specification & drawing. 26 30 mm thick plain PVC door shutters 27 Providing andlayingCeramic glazed floor tiles of size 300x300mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement :4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. 28 Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement: 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. 29 Extra for providing and fixing wind ties of 40x 6 mm flat iron section. 30 Providing and fixing precoated galvanised iron profile sheets (size, shape andpitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desiredby Engineer-in-charge. The sheet shallbe fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 31 Providingand fixingplainmultipurpose cement board(Hight pressure steam cured) with suitable screws for cement particle board in ceiling etc. complete (frame work to be paid seperatately). 32 6 mm thick Cement fiber board, Type-B, Category-III as per IS: 14862 :2000 33 Providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with Zinc coating 120 gram per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : 34 Ridges plain (500- 600mm) 35 12 mm cement plaster of mix: 36 1:4(1 cement: 4 fine sand) 37 6 mm cement plaster of mix: 38 1:3(1 cement :3 fine sand) 39 Finishing walls with Acrylic Smooth exterior paint of required shade: 40 New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) 41 Distempering with 1st quality acrylic distemper (ready mixed) having VOC (Volatile Organic Compound ) content less than 50 gram/ litre, of approved brand andmanufacturerincluding applying additional coats wherever required to achieve even shade and colour. 42 Old work (one or more coats) 43 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: 44 One or more coats on old work 45 Finishing walls with Acrylic Smooth exterior paint of required shade: 46 Old work (Two or more coat applied @ 1.67 Itr/ 10 sqm) on existing cement paint surface 47 Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. 48 With cement mortar 1:4 (1 cement : 4 fine sand) 49 Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : 50 Of area 3 sq. metres and below 51 Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of: 52 Asbestos Cement sheet 53 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : 54 W.C. pan with ISI marked white solid plastic seat and lid 55 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: 56 White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap 57 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required :Kitchen sink without drain board 58 a) 610x460 mm bowl depth 200 mm 59 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.Flexible pipe 60 a) 32 mm dia 61 Providing and fixing 100 mm sand cast Iron grating for gully trap. 62 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work. 63 20 mm nominal dia Pipes 64 25 mm nominal dia Pipes 65 Providing and fixing brass bib cock of approved quality : 66 20 mm nominal bore 67 Providing and fixing brass stop cock of approved quality : 68 20 mm nominal bore 69 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 70 25 mm nominal bore 71 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 72 150 mm diameter 73 Providing and placing on terrace (at all floor levels) polyethylene water storagetank,IS : 12701marked,withcoverandsuitablelocking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 74 Providing and fixing powder coated aluminium work (minimum thickness of powder coating 50 micron) consisting of tee/ angle sections, of approved make conforming to IS : 733 in frames of false ceiling including aluminium angle cleats with necessary C.P. brass/ stainless steel sunk screws, aluminium perimeter angles fixed to wall with stainless steel rawl plugs @ 450 mm centre to centre and fixing the frame work to G.I. level adjusting hangers 6 mm dia. with necessary cadmium plated machine screws all complete as per approved architectural drawings and direction of the Engineer-in-charge (level adjusting hangers, ceiling cleats and expansion hold fasteners to be paid for separately). 75 Providing and fixing 6 mm dia. G.I. level adjusting hangers (upto 1200 mm length), fixed to roof slabs by means of ceiling cleats made out of G.I. flat 40x3 mm size 60 mm long and stainless steel expandable dash fastener of 12.5 mm dia and 50 mm long, complete as per direction of Engineer- in-charge. 76 Providing wood work in frames of doors, windows, clerestory windows and other frames,wroughtframedand fixed in positionwith holdfastlugs or with dash fasteners of required dia& length (hold fast lugs or dash fastenershall be paid forseparately). 77 With Kiln seasoned and chemically treated superior Hardwood Cat-II((A) 78 MakingPlinth protection, Drain,Approach ramp50 mm thick of cement concrete 1 :3:6 (1 cement: 3 coarse sand (zone-III) derived from natural sources: 6 graded stone aggregate 20 mm nominal size derived from natural sources) over75 mm thick bed of Stoneballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including levelling & dressing& finishing the top smooth. 79 Providing and fixing in positions facia or eaves board with 18mm thick and 30cm wide wooden plastic composite (WPC) board including fixing with nuts/screws/washers and bolts etc. 80 Providing and fixing chrome plated health faucet of approvedquality with 1.0/1.20 m flexible tube and hook complete as per the direction of engineer in charge. 81 Providing and fixing CPVC ball valveof approvedquality as per the direction of Engineer-in-charge. 20mm dia nominal 82 Providing and layinghollow cement concrete blocks walling 100mm thick consisting of hollow block size 400X200X200mm of mix 1:3:6(1 cement 3 coarse sand 6 graded stone aggregate 10mm nominal and down size) laid in cement mortar1:6(1 cement 6 coarse sand).
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Andaman And Nicobar Islands View Result →
17.
Defence #10023375 AOC
Tender For Addn/ Altn To Bldg No T-7 And T-19 At Af Stn Awantipur; 1 B/R PORTION 2 Demolition of cement concrete to ground floor(unreinforced) and paving n.exc 15cm thickness (below or above ground level) and removing rubbish of out side MOD land, complete all as specified and directed. 3 M&L 100mm thick Cement concrete 1:2:4 Type B-2 (using 40mm graded stone aggregate) as in flooring including finishing even and smooth without using extra cement complete all as specified and directed. 4 Supply only Fine aggregate (sand) for sand cushioning 5 M & Lfor Chequered cement concrete tiles 20cm x20cm x 25mm thick with grey cement and no pigments , set, jointed and pointed in neat cement slurry in floors over 20 mm screed bed in cement mortar 1:6 chequared tiles complete all as specified and directed. 6 Demolition for floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises, complete all specified and directed. 7 M&L 25mm PCC 1:2:4 Type B-0 (Using 12:5mm stone agg) as in sub basefloor , complete all as directed and specified . 8 S&F 2nd class hardwood of 30 mm thick, planed one sided & edges tongued and grooved or reabatedd, and boarding in floors and skirting etc all as specified and directed by engineer in charge. 9 M&Lcoloured/printed ceramictiles 7 to 8 mm thick area of each tiles exc 0.18 sqm but not exc 0.38 sqm,laid in floors etc., set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tile laid over and including 15mm thick bedding layer in cement mortar (1:4) including necessary cutting and waste as per site requirement complete all as specified and directed by Engineer-in-Charge. 10 M&LVitrified ceramic tiles Dark shade/ double charged/ultracharged 10 mm thick (square/rectangular) area of each tile exc 0.42 but not exc 1.00 sqm laid in floors etc., set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tile laid over and including 15mm thick bedding layer in cement mortar (1:6) including necessary cutting and waste as per site requirement, complete all specified and directed. 11 M&LVitrified ceramic tiles Dark shade/ double charged/ultracharged 7-10 mm thick (square/rectangular) area of each tile exc 0.42 but not exc 1.00 sqm laid in vertical surface as wall tile etc., set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tile laid over and including 15mm thick bedding layer in cement mortar (1:4) including necessary cutting and waste as per site requirement, complete all specified and directed. 12 Taking down(Steel/ Wooden) chowkhats of frames of any description n.exc 1.50 sqm with shutters (without taking off shutters from the frames) and making good disturbed portion completeall as specified and directed. 13 All as per Srl Item No 11 here-in-before, but exceeding 1.5 Sqm and n.exc 4 Sqm(without taking off shutters from the frames) and making good disturbed portion complete all as specified and directed. 14 Supply and fixing factory made uPVC white colour Three track three panels sliding window with fly proof S.S wire mesh (Two nos. glazed & one no. wire mesh panels) upto 1.50m height made of (big series) frame 116 x 45 mm & sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. comprising of uPVC multichambered frame, with inbuilt roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardwares and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, complete all as specified and directed by Engineer-in-Charge. (Glass or wiremesh shall be paid separately) Note: For uPVC frame and sash extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. 15 Supply and fixing factory made uPVC white colour fixed glazed window/ventilator made of (small series) frame 47 x 50 mm mullion 47 x 68 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension (Area upto 0.75 sqm.) comprising of uPVC multi-chambered frame and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriate dimension, EPDM gasket, G.I. fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardwares and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Glass shall be paid separately). Note: For uPVC frame, sash and mullion extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made 16 S&F for 4.8 mm thick sheet glass ordinary quality and glazing with oil putty / wooden beads/ MS square tube in square panes notexc 0.50 sqm each fixed with steel frame work complete all as specified and directed. 17 S&F for 5 mm thick Figured glass, pin head typeand glazing with oil putty in squares/rectangular n exc 0.5 sq. m in each pane complete all as specified and directed. 18 S & F stainless steelwire cloth, 0.36 mm nominal dia of wire and average width of aperture 1.40mm and fixed with stainless steel wire staples complete. 19 Dismantling wall and ceilingboards (fibre pulp, insulation, etc) or insulation board/slabs/blankets any thicknessincludinggrid work/aluminium frame work, cover fillets complete all as specified. 20 Prelaminated particle, exterior grade, board18/19 mm thick, interior grade, prelaminated both side with decorative choice lamination & other side balancing white lamination fixed with screws to timberas in wallpanellingfixedwith screw complete all as specified 21 Prelaminated particle board 12mm thick, interior grade, prelaminated one side with decorative choice lamination & other side balancing white laminationas in false ceiling fixedto Mild steel/ timber frame complete all as specified 22 S&F in repairs, 18 mm thick Pre-laminated HD HMR board, both side laminated with teak finished with nails /screws as in kitchen cabinet/shelves/shutter including 6 mm thickteak wood beads all around complete all as specified and directed. 23 S&F stainless steel (SS-204) Plate/cutlery/Large Utensil/Cup &Saucer/Tali basket of size as per site requirement of approved sample complete all as specified and as directed. Make :- ultrafresh/Kitchen gold or equivalent 24 S&F in repairs stainless steel drawer telescopic channel of size 500mm long of load bearing capacity 35 Kg complete all as specified and directed 25 S&F in repairs stainless steel drawer telescopic channel of size 600mm long of load bearing capacity 35 Kg complete all as specified and directedMake Godrej or equivalent as approved 26 S&F in repair 12mm thick PVC coatedply of grade1 quality of both side white colour fixed with screws ,solvent cement /adhesive to making of furniture /wall panlling/ CBs shutters etc.complete all as specified and directed Make:- Rajshree/Plastro green 27 S&F stainless steel (SS-204) Cup saucer basket of size 19x20x4 as per approved sample Make:- Ultrafresh /Kitchen gold or equivalent 28 S&F stainless steel (SS-204) Plate basket of size 19x20x6 as per approved sample Make:- Ultrafresh /Kitchen gold or equivalent 29 S&F sliding telescopic channel high grade mild steel, bright finish or electrogalvanised of size 20as per approved sample Make:- Ultrafresh /Kitchen gold or equivalent 30 S&F Stainless steel handle of 110mm size as per approved sample for shutter complete all as specified and directed. 31 S&F Stainless steel handle of 150mm size as per approved sample forshutter complete all as specified and directed. 32 S&F Magnet catchfor CB/ cabinet shutters as per approvedsample complete all as specified and directed. 33 Demolition of brick or stone boulder masonry built in cement mortar or cement lime mortar including all quoins, arches, pillars etc but excluding ashlar facings, dressed stone works and precast concrete articles, complete all as specified and directed 34 M&L Brick work with sub class B bricks ,straight or curved on plan exc 6m mean radius built in CM 1:6 Complete all as Specified and directed. 35 Taking down Cement Plaster, any description on Brick Walls or on Concrete Surfaces including raking out Joints, hacking for Key, scrubbing down with Water, etc, and removing same from the Site(s), complete all as specified and as directed. 36 M&L for rendering 10 mm thick on fair faces of concrete/brick interior surfaces in cement mortar 1:6as per manufacturers instruction, finished fair and even without using extracement complete all as specified and directed. 37 M & L Rendering 15 mm thick on fair faces of brick work or concrete surfaces in CM 1:4 on wall surfaces, finishing the surface even and smooth without using extra Cementcomplete all as specified.Note:- Integral water proofing compound shall be measured and paid for separately. 38 S & F in repair curtain rails of stainless steel with fixing brackets, stops, rollers, funnels etc complete. 39 S&F in repair floor mounted vitreous china any colour, wash hand basin, box type flat back size 550x400mm including MS brackets including cutting for and pinning in,including waste fitting , brass, chromium plated with long screw shanks and fly nuts, flange end bedded in red lead cement and other end fixed, PVC connection and 15mm size with CP brass coupling nuts of length 450mm, trap, grating and union for discharge pipe, chain and plug and porcelain stopper and all accessories fixed in repair,complete all as specified and directed. 40 S&F in repair European wall mounted white Vitreous China wash down water closetincluding hydraulic seat cover made using high quality material fine finishing for elegant aesthetic look P/S trap , connection to drain or outgoing pipe, flushing pipe, anti-syphonage pipe complete including fittings, fixedcomplete including demolition of old unserviceable WC and provision of plain cement concrete M-15, type B-I, using 20mm graded crushed stone aggregate, fixed in repairs complete all as specified and directed. 41 S&F600mmx450mm bevelled edge mirror of selected quality glass, mounted on 6mm thick AC building board or commercial plywood and fixed to wooden plugs with chromium plated brass screws and cup washers complete all as specified and directed. 42 Taking up or down steel tubing of 15mmbore and connections including cleaning for re-fixing or removal to store complete all as specified and directed. 43 S&FGI tubes medium grade 15mm dia, with all fittings and fixed complete to walls and ceiling or laid in floors complete all as specified and directed. 44 Taking up or down steel tubing of 20mmbore and connections including cleaning for re-fixing or removal to store complete all as specified and directed. 45 S&FGI tubes medium grade 20 mm dia, with all fittings and fixed complete to walls and ceiling or laid in floors complete all as specified and directed 46 M&L for cutting chases, pinning inmaking good to facing where required and pointed in CM 1:3 to ends or edge of landing, steps cills, sunshade, shelves etc and cutting chases for concealed water tubing in stone concrete block or slab walls etc and making good cutting n exc 10 cm girth complete all as specified and directed 47 S&F 500 litre capacity rotational moulded polyethylene water storage tank (cylindrical vertical double layered with closed top) duly provided with necessary fittings/ fixtures for connecting inlet, outlet, washout and overflow pipes; hoisted and fixed in position incl dismantling PVC water storage tanks of capacity more than 250 to 500 litres capacity complete all as specified and directed. 48 S&F in repair ball brass valve ,high pressure with polythene float and fly nut complete screwed for iron pipe or ferrule 20mm bore fixed complete all as specified and directed 49 S&F in repair 20mm bore gun metal, globe or gate valves, with iron wheel head, screwed both ends for iron pipe complete all as specified and directed. 50 S&F in repair CP Stop valve/Angle valve 15mm bore cast copper alloy with crutch and butter fly handle screwed down high pressure, screwed both ends forpipe or for unions,complete all as specified and directed. 51 S&F in repair 15 mm bore PVC connection with PTMT of length 450 mm complete all as specified and directed. 52 S&F in repair wall mixture for mixing (Hot and Cold) 15mm bore chromium plated cast copper alloy with capstan head screwed for iron pipe fixed complete all as specified and directed 53 S&Fin repair Brass CP central hole wash basin mixer for hot & cold for 15mm dia complete fixed to connection complete all as specified and directed. 54 S&F in repair Brass CP sink mixer for hot & cold for 15mm dia complete fixed to connection as specified and directed. 55 S&F in repairs Health Faucet CP with Rubbit Cleaning System , 1.25 m Long PVC Flexible Tube & ABS Wall Hook . Make : (Hindware :- Cat Part No - F160027) , (Prayag : CAT Part No : BEA-40S ) , complete all as specified and directed. 56 S&F in repair CP grating 125mm dia as suitable to existing trap as per requirement , complete all specified and directed. 57 S&F in repair of PVC (SWR) floor trap of 75mm dia, plain with grating incl jointing with solvent cement complete all as specified and directed. 58 S&F in repair of PVC (SWR) floor trap of 110mm dia, plain with grating incl jointing with solvent cement complete all as specified and directed. 59 S&F in repair of PVC (SWR) bends any radius of 75mm bore, complete all as specified and directed. 60 S&F in repair of PVC (SWR) bends any radius of 110mm bore, complete all as specified and directed. 61 Dismantling ofPVC drain pipes, jointed in cement mortar and taking out of renches, if required complete all as specified and directed. 62 S&F PVC (SWR) pipes single socketed,75mm bore, in any length with rubber ring joints fixed to wall and floor, complete all as specified and directed. 63 S&F PVC (SWR) pipes single socketed,110mm bore, in any length with rubber ring joints fixed to wall and floor, complete all as specified and directed. 64 Framed work as in false ceiling, doors or gates of angle or other section with gusset plates, rails, braces, etc. complete drilled for fixing of steel sheeting or other covering.Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete conforming to Fe-410 grade, all as specified and directed. 65 Dismantling of plain or corrugated steel sheeting ofany gauge, thickness etc in roof coverings/cladding/eave etccomplete all as specified. 66 S&F galvanised corrugated mild steel sheeting, with two corrugation side lap fixed with L type or J type or cranked hooked bolts with washers in roof, 0.63mm thick, grade-O quality, with 120 grms/sqm zinc coating and grade B Class 8complete all as specified and directed by Engineer-in-Charge. 67 S&F Galvanised plain mild steel sheeting 0.63mm thickness fixed with L type or J or cranked hook bolts with washers, in roofs as in ridge etcall as specified and directed. 68 Preparation of new surfaces of steel or iron work or CGI/ PGI sheeting in walls or roofing, over 10cm width or girth, not otherwise described and applying two coat of synthetic enamel paint in camouflaging (Disruptive) pattern in three colours(Green, grey and brown) over a coat of acrylic primer complete all as specified and directed. Make : Asian/ Berger/ Nerolac/ ICI/ Shalimar/ Johnson 69 Preparation of old painted surfaces of steel or iron work or CGI/ PGI sheeting in walls or roofing, over 10cm width or girth, not otherwise described and applying one coat of synthetic enamel paint in camouflaging (Disruptive) pattern in three colours(Green, grey and brown), complete all as specified and directed. Make : Asian/ Berger/ Nerolac/ ICI/ Shalimar/ Johnson. 70 E/M PORTION 71 Taking down carefully aluminium/copper point wiring (light, bell, fan, socket) complete including fixture and fittings such as switches, ceiling roses, regulators, sockets, holder, fittings and terminal box sheets complete, stacking material at site and making good the disturbed surface of walls/ floors to match with existing surface complete all as specified. 72 M&L carefully taking down existing electric geyser (storage or instant type) from its installed position without damage, keeping it in safe custody of the contractor; refixing the same at the desired new location including mounting arrangement and necessary repairing, reconnection of plumbing and electrical connections, testing for proper operation, and making good any disturbed surfaces, all complete as directed. 73 M&L for carefully taking down existing split-type air conditioner (indoor and outdoor units) along with its voltage stabilizer, ensuring refrigerant gas is properly pumped down and retained; keeping all components in safe custody of the contractor. Refixing the same at the desired new location, including mounting of units, reconnection of refrigerant piping, electrical wiring, drain pipe, stabilizer installation, testing for proper operation, and making good all disturbed surfaces complete all as specified and as directed.Note : Gas filling, if required during reinstallation, shall be deemed to be included in the rate quoted by the contractor 74 S&F of rigid PVC casing capping (minimum 50mm x 50mm or suitable size as required) for surface routing of split AC refrigerant (gas and liquid) copper piping, drain pipe, and control cable, including necessary accessories (bends, elbows, couplers, end caps), fixing on wall surface with screws and clamps at regular intervals, complete in all respects for neat and secure installation, as directed. 75 M&L for point wiring with 2 runs of 1.5 sqmm, 1100V grade, FRLS/FRLSH multistranded copper conductor cable drawn through rigid PVC conduit (minimum 20mm dia) fixed on wall / concealed in wallssurface with all necessary accessories (bends, tees, saddles, etc.)Includes 1 run of 1.5 sqmm copper earth wire, modular pvc box with suitable modular type cover plate and frame for mounting modular switches, sockets, or fan regulators, connected to common earth dolly, complete all as specified for:(a) One light/fan/bell point controlled by one no. one-way 5/6A modular switch. 76 M&L for point wiring with two single core PVC insulated, unsheathed, FRLS type, 1100 volts grade, multistranded copper conductor cable 1.5 sqmm in and including PVC casing caping ISI marked with all connected accessories including one single core multistanded PVC insulated, unsheathed, FRLS type, 1100 volts grade,1.5 sqmm copper conductor cableunsheathed as earth continuity cable including concealed pressed steel GI terminal boxes of suitable way with 3 mm thicklaminated sheed cover for mounting of switches, socket, fan regulators, connected to common earth dolly complete all as specified for the following:- (a)One light /fan/ point controlled by one nos, one way 5/6 Amps switch. 77 (b)All as per srl item No 75.00 here-in-before but usingOne 3/5 pin socket outlet, 5/6 Amp on the same board controlled by one nos, one way switch. 78 (c) All as per srl item No 75.00 here-in-before but using One bell point controlled by one bell push 79 (d) All as per srl item No 75.00 here-in-before but usingOne 3/5 pin socket outlet, 5/6 Amp, independent controlled by one nos, one way switch. 80 All as per srl item No 75.00 here-in-before but using cable of size 2.5 sqmm (for phase & neutral) and 1.5 sqmm as continuous earth cable for 15/16 Amps socket outlet, independent controlled by one nos, one way switch complete all as specified. 81 S&F in replacement of modularpiano type switch one way one module, SP, flush type, 5/6 Amps, 230 volts AC, 50 Hz complete all as specified. 82 S&F in replacement of modular piano type socket outlet flush type 2 module, 5 pin, 5/6 Amps, 230 volts AC, 50 Hz, multipurpose type complete all as specified. 83 S&F in replacement of modularpiano type switch one way one module, SP, flush type 15 Amps, 230 volts AC, 50 Hz complete all as specified. 84 S&F in replacement of modular piano type socket outlet flush type 2 module, 5 pin, 5/15 Amps, 230 volts AC, 50 Hz, multipurpose type complete all as specified. 85 S&F in replacement of electronic type modular ceiling fan regulator 1 module, 230 volts, single phase, flush type complete all as specified. 86 S&F in replacement of electric call bell ding dong type suitable for 230 volts, single phase AC supply all as specified. 87 S&F in replacement of ceiling rose 3 terminals, PVC/polycarbonate/bakelite, isolated body 230 volts AC, 50 Hz complete all as specified. 88 Supply and fix in replacement submain wiring with 2x1.5 sqmm PVC insulated unsheathed multi-stranded single core FRLS/FRLSH copper conductor cables (1100 volts grade), drawn in ISI marked casing capping with accessories, along with 1x1.5 sqmm PVC insulated unsheathed copper conductor for continuous earth wire, including making good the disturbed surfaces, complete as specified. 89 Supply and fix in replacement submain wiring with 2x4 sqmm PVC insulated unsheathed multi-stranded single core FRLS/FRLSH copper conductor cables (1100 volts grade), drawn in ISI marked casing capping with accessories, along with 1x4 sqmm PVC insulated unsheathed copper conductor for continuous earth wire, including making good the disturbed surfaces, complete as specified. (For ACs & Geysers) 90 Supply and fix in replacement submain wiring with 2x10 sqmm PVC insulated unsheathed multi-stranded single core FRLS/FRLSH copper conductor cables (1100 volts grade), drawn in ISI marked casing capping with accessories, along with 1x10 sqmm PVC insulated unsheathed copper conductor for continuous earth wire, including making good the disturbed surfaces, complete as specified. 91 S&F in replacementLED tube light fitting 1x20/22 watts, 220 volts AC, 1200 mm, with aluminium housing & integrated electronic driver complete with driver with polycarbonate diffuser & thd< 10% including connecting up with three core twisted flexible copper conductor cable of suitable size from ceiling rose complete all as specified. Make- Havells / Wipro/ Crompton 92 S&F in replacement Inverter LED batten 20/22 Watt with Opal Diffuser,6000 K IP 20, battery back upto 3 hrs & Functioning as per product TDS complete all including and connecting up including mounting with all accessories. 93 Supply and fixing in replacement of LED tube light fitting, box type, 230 Volts AC, suitable for 2 feet, 10 Watt, 220 V AC mirror type LED tube light with high output diffuser, decorative type, including integrated driver, lamp, and holder, fixed on wall/ceiling, and connected with three core flexible copper conductor cable of suitable size, complete all as specified and directed by Engineer-in-Charge. Make: Havells / Wipro / Philips 94 S & F LED light fitting 1x9W/1X10Wbulkhead luminaires including LED light driver holder connecting up with three core flexible copper conductor cable of suitable size. Make- Halonix/ Wipro/ Havells 95 Supply and fixing round shape 6 watt 220 volts AC recessed type with high efficiency PMMA diffuser soft glare free light complete with drivers, holders, LED lamp suitable for roof ceiling including connecting up with three core flexible copper conductor cable of suitable size complete all as specified and as directed. 96 Supply and fixing post top lantern LED type 20 watt 230 watt volts AC outdoor type with decorative post top for 360 degree indirect light IP 65 protection with impact and corrosion resistant complete with driver and lamp complete all as specified and as directed. 97 Supply and fix exhaust fan made of sturdy, engineering plastic complete with louvers shutter, voltage 230V, 50 hz, RPM 1200, copper winding of sweep 300mm complete all as specified and as directed 98 S&F in replacement of sheet metal enclosure DB TPN 4 way, double door, 415 volts AC, surface mounting complete with suitable busbar, neutral link & earth link suitable for MCB TP/TPN as incomer & MCB SPN as outgoing complete all as specified.Make: Havells/L&T/Legrand 99 S&F in replacement of MCBs, TPN, 40-100 Amps, 415 volts, 10 kA rupturing capacity, C curve type, complete all as specified and directed. 100 S&F in replacement of factory made load line DBs double door made out of CRCA mild steel sheet with insulating material like polyester epoxy quoted surface mounting 4 way TPN 415 volts, vertical type, surface mounting/ recess in wall & concealed with suitable busbar, neutral link & earth link suitable for MCCB TP as incomer & MCB SP/TP as out going complete with & including one No. MCCB 100 Amps 3 pole/4 Pole 25 kA fixed type for incoming, complete all as specified and as directed. 101 S&F in replacement of sheet metal enclosure DB SPN 4 way, double door, 230 volts AC, surface mounting complete with suitable busbar, neutral link & earth link suitable for MCB DP/SPN as incomer & MCB SP as outgoing complete all as specified. 102 S&F in replacement of sheet metal enclosure DB SPN 12 way, double door, 230 volts AC, surface mounting complete with suitable busbar, neutral link & earth link suitable for MCB DP/SPN as incomer & MCB SP as outgoing complete all as specified. 103 S&F in replacement of sheet metal steel plug & socket DB SP with metal clad 2 pin & earth plug and socket SPN, 20 Amps, 230 volts AC, surface mounting type complete with one MCB SP, 20 Amps, 10 kA complete all as specified. (For ACs & Kitchen appliances) 104 S&F in replacement of MCBs, SP, 6-32 Amps, 230 volts,10 kA rupturing capacity, C curve type complete all as specified. 105 S&F in replacement of MCBs, SPN, 40-63 Amps, 230 volts, 10 kA rupturing capacity, C curve type complete all as specified. 106 M&L for plate earthing complete with galvanized mild steel plate electrode 60 cm x 60 cm x 6 mm thick buried directly in ground vertically (in earth pit not less than 2.25 meter deep below ground level) with the top edge of earth plate at a depth not less than 1.5 meter below normal ground level, the earth electrode surrounded by adequate quantity of charcoal dust and salt to a packed thickness of 15 cm on all sides and including GI wire 4 mm bolted (with GI nuts, bolts & check nuts) and riveted to earth (Plate) electrode at one end and connected to main switch board /panel/ test point at the other including watering GI pipe (medium grade) 20 mm bore from bottom of earth pit to top of electrode and 20 mm GI pipe light grade for earth strip protection complete with earth pit in PCC 1:2:4 type B0 using 12 mm graded crushed stone aggregate, RCC cover, funnel, wire mesh including necessary excavation and earth work in any type of soil, returning filling in and removal of surplus soil complete all as specified. 107 S&F gun metal globe valve (in replacement) with iron handle screwed both ends for iron pipe and fixed of size 20 mm bore :- Make- Zoloto, Audcu, L&T 108 Supply and laying of galvanised steel water tubing medium grade (in replacement) trenches / wall /floor with all fittings, connections as required at site of size 20 mm bore.Make :- Tata/Jindal 109 Supply and laying of galvanised steel water tubing medium grade (in replacement) trenches / wall /floor with all fittings , connections as required at site of size 15mm bore Make :-Tata/Jindal 110 S&F in repair wall mixture for mixing (Hot and Cold) 15mm bore chromium plated cast copper alloy with capstan head screwed for iron pipe fixed complete all as specified and directed 111 Supply, installation, testing, and commissioning of wall-mounted electric kitchen chimney of suction capacity not less than 1500 m³/hr, suitable for heavy-duty cooking in mess kitchen conditions. The chimney shall be of 60 cm width, made of stainless steel body with filterless design, equipped with heat auto-clean technology, oil collector, copper-wound motor, touch or motion sensor controls, and a noise level not exceeding 58 dB(A). It shall be complete with all accessories including flexible aluminium duct (minimum 3 metres), two 90° elbows, clamps, wall mounting brackets, power cable and plug top, and all necessary civil and electrical works for proper installation. The chimney shall operate on 230V AC, 50 Hz supply and should conform to the manufacturer’s specifications and installation guidelines. Approved makes shall be Elica, Faber, Hindware, Glen, KAFF or equivalent as approved by the Engineer-in-Charge. 112 Note:-An amount of Rs. 68,966.80 on account of credit schdule for Sch A Part-II Shall be deducted from the total amount of BOQ to arrive at the contract sum.
Contract Date: Nov 28, 2025 Contract Value : ₹ 27.68 Lakh
Statutory Bodies & Commissions/Committees No of Bidders 5
Jammu And Kashmir View Result →
18.
Civil Aviation #9973297 AOC
Tender For Construction Of Dvor Building Including Internal Electrical Works At Rajahmundry Airport.; 1 Earth work in surface excavation not exceeding 30 cm in depth butexceeding 1.5 m in width as well as 10 sqm on plan including gettingout and disposal of excavated earth upto 50 m and lift upto 1.5 m, asdirected by Engineer-in- Charge.All kinds of soil. 2 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil. 3 Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m.Pipes , cables etc, exceeding 80 mm dia but not exceeding 300 mm dia. 4 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and for all lift. 5 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 6 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size). 7 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8(1 cement : 4 coarse sand (zone-III): 8 graded stone aggregate 40 mm nominal size). 8 Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete. 9 Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform. 10 Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers. 11 Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts. 12 Centering and shuttering including strutting, propping etc. and removal of form for : Edges of slabs and breaks in floors and walls Under 20 cm wide. 13 Providing, hoisting and fixing above plinth level up to floor five level precastreinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). 14 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500 D or more. 15 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars. 16 Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/ recoverable separately).All works upto plinth level. Concrete of M25 grade with minimum cement content of 330 kg/cum. 17 Providing and laying in position machine batched and machine mixed design mix cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately). All works above plinth level upto floor V level.Concrete of M 25 grade with minimum cement content of 330 kg/cum. 18 Add for using extra cement in the items of design mix over and above the specified cement content therein. 19 Providing and fixing 18 mm thick gang saw cut, mirror polished,premoulded and prepolished, machine cut for kitchen platforms, vanitycounters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cementmortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement,mixed with matching pigment, epoxy touch ups, including rubbing, curing,moulding and polishing of edges to give high gloss finish etc. completeat all levels.Granite stone slab of colour black, Cherry/Ruby red. Area of slab over 0.50 sqm. 20 Providing edge moulding to 18mm thick marble stone counters, vanities etc., including machine polising to edge to give high gloss finish etc. complete as per design approved by EIC.Granite work 21 Extra for providing opening of required size & shape for wash basins/ kitchen sink in kitchen platform, vanity counters and similar location in marble/Granite/stone work including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete. 22 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 23 Providing and fixing M.S. grills of required pattern in frames of windowsetc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all completeFixed to openings /wooden frames with rawl plugs screws etc. 24 Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. 25 Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles with necessary screws etc. complete. 26 Providing and fixing aluminium sliding door bolts, ISI marked anodised(anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : 300x16 mm. 27 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete :250x10 mm. 28 Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 125mm. 29 Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. Single rubber stopper. 30 Providing & Fixing decorative high pressure laminated sheet of plain / wood grain in gloss / matt/ suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 Type S, including cost of adhesive of approved quality. 1.5mm thick laminate. 31 Providing and fixing, in position concealed G.I. section for wall paneling using plywood of required thickness fixed on the W profile (0.55 mm thick) having a knurled web of 51.55 mm and two flanges of 26 mm each with lips of 10.55 mm, placed @ 610 mm C/C in perimeter channel having one flange of 20 mm and another flange of 30 mm with thickness of0.55 mm and web of length 27 mm. Perimeter channel is fixed on the floor and the ceiling with the nylon sleeves @ 610 mm C/C with fully threaded self-tapping dry wall screws. Board is fixed to the W profile with 25 mm countersunk ribbed head screws @ 200 mm C/C., all complete as per the drawing & directions of engineer-in-charge, the joints of the boards are finished with specially formulated jointing compound and 48mm wide jointing tape to provide seamless finish. 12mm thick self extinguished and Fire retardant plywood conforming to IS: 5509. 32 Providing and fixing factory made uPVC glazed/wire mesh windows/ doors comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm for Series RI and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced with galvanized mild steel section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and Inline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8 mm dia with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367 : Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all corners, including drilling of holes for fixing hardware and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of approved size and quality, all complete as per approved drawing conforming to CPWD specification & direction of Engineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge.Wire mesh / Glazing of plain/ toughened/ laminated/ double glass unit with / without high performance coatings as per design requirements and conforming to IS: 3548 & IS: 16231 shall be paid separately..Two and half track three panels sliding window with two glazed & one wire mesh panels with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body.Using R3 series with frame (85 mm & above) x (40 mm & above) & glazed sash (30 mm & above) x (55 mm & above) & fly screen sash (20 mm & above) x (50 mm & above) with zinc alloy (zamak) powder coated handle on every glazed panel along with multi-point locking system. (Height upto 1.8 metre). 33 Providing and fixing304 grade stainless steel multipurpose tray as per site requirement including finishing (wherever required) and fittings. (for payment purpose only weight of SS try shall be considered). 34 Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 35 Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. 36 Providing & fixing fly proof wire gauze to windows, clerestory windows & doorscomplete. Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides. 37 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matching pigment etc, complete. 38 Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 500x500 mm. 39 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. 40 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 110 mm diameter. 41 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. Coupler 110 mm. 42 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. Single tee without door 110x110x110 mm. 43 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion Bend 87.5° 110 mm bend 44 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.Shoe (Plain) 110 mm Shoe 45 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.110 mm 46 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. 47 Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturers specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with : 12.5 mm thick tapered edge gypsum moisture resistant board. 48 12 mm cement plaster of mix : 1:6(1 cement: 6 coarse sand). 49 15 mm cement plaster on the rough side of single or half brick wall of mix : 1:6 (1 cement: 6 coarse sand). 50 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90lt/10 sqm). 51 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. 52 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 53 Wall painting with premium acrylic emulsion paint of interior grade, having VOC (volatile organic compound) less than 50 grams/litre of approved brand and manufacture including applying additional coats wherever required to achieve even shade and colour two coats. 54 Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content.With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre. 55 Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. 56 Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads / pavements all complete as per direction of the engineer in charge.Using grade A sealing compound conforming to IS: 1834. 57 Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer- in-Charge.With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25. 58 Construction of dry lean cement concrete sub base over a prepared sub- grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer-in- charge. 59 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with sea and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS: 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: W.C. pan with ISI marked white solid plastic seat and lid. 60 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required: White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap. 61 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS 13983 with C.I. brackets and stainless steel plug 40 mm including painting of fittings and brackets, cutting and making good the walls wherever required :Kitchen sink without drain board 470x420 mm bowl depth 178 mm. 62 Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approvedmake and shade with 6 mm thick hard board backing: Rectangular shape 453 x 357 mm. 63 Providing and fixing toilet paper holder : C.P. brass. 64 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc.20 mm nominal outer dia Pipes. 65 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge 25mm nominal dia. 66 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,having thermal stability for hot & cold water supply including all CPVCplain & brass threaded fittings This includes jointing of pipes & fittingswith one step CPVC solvent cement, trenching, refilling & testing ofjoints complete as per direction of Engineer in Charge. 32mm dia pipes. 67 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,having thermal stability for hot & cold water supply including all CPVCplain & brass threaded fittings This includes jointing of pipes & fittingswith one step CPVC solvent cement, trenching, refilling & testing ofjoints complete as per direction of Engineer in Charge. 50mm dia pipes. 68 Providing and fixing brass bib cock of approved quality:15 mm nominal bore. 69 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :25 mm nominal bore. 70 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :50 mm nominal bore. 71 Providing and fixing on terrace (at all floor levels) polyethylene water storage tank, IS: 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet andf overflow pipes but without fittings and the base support for tank. 72 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms.15 mm nominal bore. 73 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.15 mm nominal bore. 74 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 .15mm nominal bore. 75 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame o f 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design:100x100 mm size P type With common burnt clay F.P.S. (non modular) bricks of class designation 3.5. 76 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mmnominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design :a) Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg)i) with common burnt clay F.P.S.(non modular) bricks of class designation 3.5. 77 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. With common burnt clay F.P.S. (non modular) bricks of class designation 3.5. 78 Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in charge. (Glazing, paneling and dash fasteners to be paid for separately): Anodised aluminium (anodised transparent or dyed to required shade according to IS:1868, Minimum anodic coating of grade AC 15). 79 Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber neoprene gasket required (Fittings shall be paid for separately) Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15). 80 Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of Engineer-in-charge. Pre-laminated particle board with decorative lamination on both sides. 81 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): With float glass panes of 5.50 mm thickness. 82 Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS : 6315, having brand logo embossed on the body / plate with double spring mechanism and door weight upto 125 kg, for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge. 83 Providing and fixing 100mm brass locks (best make of approvedquality) for aluminium doors including necessary cutting and making good etc. complete. 84 Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/sqm. of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) After two days of proper curing applying a second coat of cement slurry using 2.75kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge :With average thickness of 120mm and minimum thickness at khurra as 65 mm. 85 P/F factory made single extruded WPC (Wood Polymer Coposite) solid door/window/clerestory windows & other frames/chowkhatg comprising of virgin PVC polymer of K value 58-60 (suspension grade), calcium carbonate and natural fibers (wood powder/rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applhying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/cum, screw withdrawal strength of 2200 N (face) & 1100 N(edge), minimum compressive strength of 58 N/mm2, modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being gtermite/borer proof, water /moisture proof and fire retardant and fixaed in position with MS hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of EIC.(MS hold fast/lugs or SS dash fasteners shall be paid for separately). 86 P/F factory made single extruded WPC (Wood Polymer Coposite) solid plain flush door shutter of required size comprosing of virgin PVC polymer of K value 58-60 (suspension grade), calcium carbonate and natural fibers (wood powder/rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum, screw withdrawal strength of 1800 N (face) & 900 N(edge), minimum compressive strength of 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water /moisture proof and fire retardant and fixed with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk SS screws, all as per direction of EIC (Note: SS butt hinges and necessary SS screws shall be paid separately). 87 Clearing and grubbingland using tractor dozer or bull dozer or JCB etcincluding uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal/ levelling and disposal of topsoil not exceeding 150 mm in thickness.By Mechanical means. 88 Pre constructional anti termite below floors and outer area upto plinth protection from the building outer wall byDiluting and injecting chemical emulsion foranti-termite treatment (Including the cost of chemical emulsion): Treatment of soil underfloors using chemical emulsion @ one litre per hole, 300 mm apart including making12 mm diameter holes With Chlorpyriphos/Lindane E.C. 20% with 1% concentration. 89 Providing and laying polythene sheet 400 micron thick confirming to IS 2508 anti friction layer on the surface course complete as per specifications with specified overlaps between adjacent and transverse strips, only plan area will be measured for payment as directed by the engineer in charge. 90 Providing and laying in position ready mixed or site batched design mix cement concreteM 30 grade in pavements, laid to required slope and camber in panels as required including consolidation finishingand tamping making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine complete. Note: Extra cement above minimum specified cement content in design mix shall be payable separately. All works upto plinth level Concrete of M30 grade with minimum cement content of 350 kg /cum. 91 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 35 in foundation and plinth in: Cement Mortar 1:6 (1 cement : 6 coarse sand). Brick work upto plinth. 92 Brick work with common burnt clayF.P.S. (non modular) brick of class designation 3.5 in superstructure above plinth level up to floor five level in :Cement mortar 1:6 (1 cement : 6 coarse sand). 93 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 3.5 in superstructure above plinth level up to floor V level. Cement mortar 1:4 (1 cement :4 coarse sand). 94 Providing and fixing PVC/polyethylene bio septic tank, of approved make, with necessary fittings for inlet and outlet and as per the manufacturer specifications.Earth work required will be paid separately in earthwork item. 95 Providing and Fixing SWR PVC pipesspecially designed and manufactured using high grade raw material for removal of waste in the drainage system for non-pressure plumbing applications, such as transportation of soil, wasteand waste discharge systems. SWR pipestype B for soil and waste discharge.Pipes shall comfirm to IS 13592 and Fittings shall confirm to IS 14735. 110mm dia. 96 Providing and Fixing SWR PVC pipes specially designed and manufactured using high grade raw material for removal of waste in the drainage system for non-pressure plumbing applications, such as transportation of soil, wasteand waste discharge systems. SWR pipestype B for soil and waste discharge.Pipes shall comfirm to IS 13592 and Fittings shall confirm to IS 14735. 75mm dia. 97 Providing and Fixing SWR PVCfittingsspecially designed and manufactured using high grade raw material for removal of waste in the drainage system for non-pressure plumbing applications, such as transportation of soil, wasteand waste discharge systems. SWR pipestype B for soil and waste discharge.Pipes shall comfirm to IS 13592 and Fittings shall confirm to IS 14735. 110mm dia Bend. 98 Providing and Fixing SWR PVCfittingsspecially designed and manufactured using high grade raw material for removal of waste in the drainage system for non-pressure plumbing applications, such as transportation of soil, wasteand waste discharge systems. SWR pipestype B for soil and waste discharge.Pipes shall comfirm to IS 13592 and Fittings shall confirm to IS 14735. 75mm dia Bend. 99 Providing and Fixing SWR PVCfittingsspecially designed and manufactured using high grade raw material for removal of waste in the drainage system for non-pressure plumbing applications, such as transportation of soil, wasteand waste discharge systems. SWR pipestype B for soil and waste discharge.Pipes shall comfirm to IS 13592 and Fittings shall confirm to IS 14735. 110mm dia door Bend. 100 Providing and Fixing SWR PVCfittingsspecially designed and manufactured using high grade raw material for removal of waste in the drainage system for non-pressure plumbing applications, such as transportation of soil, wasteand waste discharge systems. SWR pipestype B for soil and waste discharge.Pipes shall comfirm to IS 13592 and Fittings shall confirm to IS 14735. 75mm dia door Bend. 101 Providing and Fixing SWR PVCfittingsspecially designed and manufactured using high grade raw material for removal of waste in the drainage system for non-pressure plumbing applications, such as transportation of soil, wasteand waste discharge systems. SWR pipestype B for soil and waste discharge.Pipes shall comfirm to IS 13592 and Fittings shall confirm to IS 14735. 110mm dia Tee. 102 Providing and Fixing SWR PVCfittingsspecially designed and manufactured using high grade raw material for removal of waste in the drainage system for non-pressure plumbing applications, such as transportation of soil, wasteand waste discharge systems. SWR pipestype B for soil and waste discharge.Pipes shall comfirm to IS 13592 and Fittings shall confirm to IS 14735. 75mm dia Tee. 103 Providing and Fixing SWR PVCfittingsspecially designed and manufactured using high grade raw material for removal of waste in the drainage system for non-pressure plumbing applications, such as transportation of soil, wasteand waste discharge systems. SWR pipestype B for soil and waste discharge.Pipes shall comfirm to IS 13592 and Fittings shall confirm to IS 14735. 110mm dia Door Tee. 104 Providing and Fixing SWR PVCfittingsspecially designed and manufactured using high grade raw material for removal of waste in the drainage system for non-pressure plumbing applications, such as transportation of soil, wasteand waste discharge systems. SWR pipestype B for soil and waste discharge.Pipes shall comfirm to IS 13592 and Fittings shall confirm to IS 14735. 75mm diaDoor Tee. 105 Providing and Fixing SWR PVCfittingsspecially designed and manufactured using high grade raw material for removal of waste in the drainage system for non-pressure plumbing applications, such as transportation of soil, wasteand waste discharge systems. SWR pipestype B for soil and waste discharge.Pipes shall comfirm to IS 13592 and Fittings shall confirm to IS 14735. 110mm dia Coupler. 106 Providing and Fixing SWR PVCfittingsspecially designed and manufactured using high grade raw material for removal of waste in the drainage system for non-pressure plumbing applications, such as transportation of soil, wasteand waste discharge systems. SWR pipestype B for soil and waste discharge.Pipes shall comfirm to IS 13592 and Fittings shall confirm to IS 14735. 75mm diaCoupler. 107 Providing and Fixing SWR PVCfittingsspecially designed and manufactured using high grade raw material for removal of waste in the drainage system for non-pressure plumbing applications, such as transportation of soil, wasteand waste discharge systems. SWR pipestype B for soil and waste discharge.Pipes shall comfirm to IS 13592 and Fittings shall confirm to IS 14735. 100mmx75mm diafloor trap. 108 Providing and Fixing SWR PVCfittingsspecially designed and manufactured using high grade raw material for removal of waste in the drainage system for non-pressure plumbing applications, such as transportation of soil, wasteand waste discharge systems. SWR pipestype B for soil and waste discharge.Pipes shall comfirm to IS 13592 and Fittings shall confirm to IS 14735.Gully Trap. 109 Supply & Providing health faucet ISI marked (Hand Shower) with 1.2mt long flexible tube with wall hookcomplete as per satisfaction of Engineer-in-Charge. Jaquar or equivalent 110 Providing and fixing 100 mm stainless steel grating for floor trap. 111 Providing and fixing brass gate valve of ZOLOTO or equivalent in water supply line, all complete as per direction of Engineer-in-Charge. 50 mm nominal bore. 112 Providing and fixing brass gate valve of ZOLOTO or equivalent in water supply line, all complete as per direction of Engineer-in-Charge. 20 mm nominal bore. 113 Providing and fixing 150mmHDPEpipes forcable laying including all fittings, providing 4mm guide wire for cable rooting. This includes jointing of pipes & fittings , trenching, refillingcomplete as per direction of Engineer in Charge. 114 Providing and fixing 100mmHDPEpipes forcable laying including all fittings, providing 4mm guide wire for cable rooting. This includes jointing of pipes & fittings , trenching, refillingcomplete as per direction of Engineer in Charge. 115 Supply of High robust Industrial box type Channel made of Powder coated CRCA Sheet Steel including1 x 20 W RetrofitLEDT8Tubelightwith PCdiffuser,Aluminumextrusionand integralcontroldriver&metalheatsink,operates on 230V, 50Hz, Single Phase AC supply etc. complete as required. 116 Supplyof2x2(approx.)sizerecess/surfacemountingtype,prewiredwhiteLEDpaneltypeluminarie(coolday light),madeofextrudedorpressurediecastedstainlesssteeloraluminimumorstandedalloy,with Suitable Diffuser/reflectortohaveuniformilluminationsizedisttributionwithoverllsystemwattagenot excceding36Wand having minimum 3600lumens complete suitable for operation on 230V+ 10% AC supply etc., as required.(LED Lights should be follow AAI specificatons). 117 Supply of 45 watts LED outdoor type light fitting with pressure die cast aluminum housing, heat resistant glass, High powerLEDswithSecondaryoptics,IP66protection induldingintegralcontroldriverwithtopopeningdrivercoveroperates on single phase ,230 Volts, 50HZ, AC power supply etc. complete as required. 118 Supplyof1200mmsweep,5StarratedCeilingfan, doubleballbearing,standarddownrodandotherstandard accessories etc.without regulator suitable for operation on 230 V, 50 Hz,AC supply etc. complete as required. 119 Supply of 300mm Sweep, High Speed, Powder coated robust metalic exhaust fan with bird guard operates on single phase 230 volt, 50 Hz AC supply including all accessories etc. complete as required. 120 Wiring for light Point/ fan Point/ exhaust fan Point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface/recessed steel conduit, with modular switch, modular plate, suitable Gl box and earthingPoint with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc. complete as required.(Group C) 121 Wiring for circuit/ submain / power plug wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed Steelconduit etc. complete as required.2 X 4 sq. mm + 1 X 4 sq. mm earth wire 122 Wiring for circuit/ submain / power plug wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed Steelconduit etc. complete as required.2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire 123 Supplyingandfixingtwomodule05StepElectronicfanregulatorincludingmodularGIBoxwithmodularbase&cover plate including connectionsetc. complete as required. 124 Supplying and fixing of suitable size Gl box with modular base plate and cover plate in front on surface or in recess including providing and fixing 3 pin 6 A modular socket outlet and 6 A modular switch and connections etc. complete as required. 125 Supplying and fixing of suitable size Gl box with modular base plate and cover platein front on surface or in recess includingprovidingandfixing shutteredtype6/16Amodularsocketoutletand16AmodularswitchwithLED indicator (red), connections etc. complete as required. 126 Supplying and fixing of Surface mounting, Water proof 3 module enclosure with6/16 A modular socket outlet and 16 A modular switch, IP 55 protection including connections etc. complete as required. 127 Installation, testing and commissioning of 20 Watt LED tube light with fitting of all types complete with all accessories etc. direct on wall /ceiling including connectionsetc., complete as required. 128 Installation, testingandcommissioningof2X 2LEDpaneltypefittings, ofalltypescompletewithallaccessories andtubesetc.,onfalseceilingwithchainlink,includingconnectionswith1.5sq.mmPVCinsulated,copperconductor, single core cable etc., as required. 129 Installation, testing & commissioning of 45 W LED type outdoor light fixture on single arm G.I Pipe bracket including providing suitable size and length G.I Pipe bracket to be fixed on the outside cornors of the building with necessary clamps&accessoriesincluding connectionswith3Cx1.5sq.mmFRLSPVCsheathedcopperconductorcables etc., complete as required. 130 Installation, testing and commissioning of the 1200 mm sweep ceiling fan, including providing necessary accessories for the ceiling to fix the ceiling fan,wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable etc. complete as required 131 Installation,testingandcommissioningof300mmSweep,HighSpeed,Powdercoatedrobustmetalicexhaustfan withbirdguard,includingnecessary accessories,wiring with1.5sq.mmFRLSPVCinsulated,copperconductor, single core cable etc. complete as required 132 Supplying and fixing 4 pole MCB sheet steel enclosure with powder coated on surface/ recess along with 01 No. 63 A C curve, 10 KA, FP MCBcomplete with connections, testing and commissioning etc. complete as required. 133 Supplying and fixing 20 A, 240 V, SPN Industrial type socket outlet, with 2 pole and earth, metal enclosed plug top along with 20 A C curve, 10 KA, SP, MCB, in sheet steel enclosure, on surfaceor inrecess, withchained metal cover for the socket out let and complete with connections, testing and commissioning etc. complete as required. 134 Supplying and fixing of surface/ recess mounting, 20 Way SPN Double door MCB distribution board of sheet steel, dustprotected,IP43,dulypowdercoated/painted inclusiveofearthbar,dinbarformountingMCBs(butwithout MCBs and incomer), wiring, connections etc. completeas required. 135 Supplying and fixing of surface/ recess mounting, 8 Way SPN Double door MCB distribution board of sheet steel, dustprotected,IP65,dulypowdercoated/painted inclusiveofearthbar,dinbarformountingMCBs(butwithout MCBs and incomer), wiring, connections etc. completeas required. 136 Supplying and fixing of 6A to 32 A rating, 10 kA, C curve, Double Pole MCB in the existing MCB DB complete with connections, testing and commissioning etc. as required. 137 SupplyingandfixingfollowingratingRCBOintheexistingMCBDBcompletewithconnections,testingand commissioning etc., as required.32A, 100 mA, Double Pole RCBO 138 Supplying and fixing following rating MCB in the existing MCB DB complete with connections, testing and commissioning etc., as required.63A, 10 KA, DP MCB 139 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, C curve, miniature circuit breaker suitable for inductive loadoffollowingpolesintheexistingMCBDBcompletewithconnections,testingandcommissioningetc.as requiredSingle pole. 140 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, C curve, miniature circuit breaker suitable for inductive loadoffollowingpolesintheexistingMCBDBcompletewithconnections,testingandcommissioningetc.as requiredTriple pole 141 Supplying and fixing following rating, 415 volts, FP MCB in the existing MCB DB complete with connections, testing and commissioning etc., as required.63A FP MCB 142 Supplyingandfixingfollowingrating,fourpole,(threephaseandneutral),415V,residualcurrentcircuitbreaker (RCCB),havingasensitivitycurrent100mAintheexistingMCBDBcompletewithconnections,testingand commissioning etc. as required.63 A
Contract Date: Jul 17, 2025 Contract Value : ₹ 89.06 Lakh
Boards / Undertakings / PSU No of Bidders 3
Andhra Pradesh View Result →
19.
Housing Urban and Rular Development #9943596 AOC
Tender For Renovation And Upgradation Works Of Govt. Residential Qtr No. E-5 At Senior Officers Colony, Khanapara, Guwahati-22 , Earth Work In Excavation By Mechanical Means (Hydraulic Excavator)/Manual Means Over Areas (Exceeding 30 Cm In Depth, 1.5 M In Width As Well As 10 Sqm On Plan) Including Getting Out And Disposal Of Excavated Earth Lead Upto 50 M And Lift Upto 1.5 M, As Directed By Engineer-Incharge. All Kinds Of Soil , Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level : 1:4:8 (1 Cement : 4 Coarse Sand (Zone-Iii) Derived From Natural Sources : 8 Graded Stone Aggregate 40 Mm Nominal Size Derived From Natural Sources) , Brick Work With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation 7.5 In Foundation And Plinth In: Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) , Cement Plaster 1:3 (1 Cement: 3 Coarse Sand) Finished With A Floating Coat Of Neat Cement. 20 Mm Cement Plaster , Structural Steel Work Riveted, Bolted Or Welded In Built Up Sections, Trusses And Framed Work, Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer All Complete. , Steel Work In Built Up Tubular (Round, Square Or Rectangular Hollow Tubes Etc.) Trusses Etc., Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer, Including Welding And Bolted With Special Shaped Washers Etc. Complete. Hot Finished Welded Type Tubes , Providing And Fixing Roofing Consist Of 0.8 Mm Thick Galvanized Steel Deck Sheet Confirming To Is 277:1992 Used As Permanent Shuttering Over Which Ms Wire Mesh 3Mm Laid At 100X100 Mm Grid Including Edge Trim Covered With Concrete. This Metal Deck Will Be Supported On Structural Steel Beam With Shear Studs. (Structural Steel Like Beam,Column, Joists Etc. & Concrete Of Different Grade As Per Design Will Be Paid Separately). , Steel Reinforcement For Reinforced Cement Concrete Work Including Straightening, Cutting,Bending, Placing In Position And Binding All Complete Above Plinth Level. Thermo-Mechanically Treated Bars Of Grade Fe-500D Or More. Kg 89.65 , Providing And Laying In Position Ready Mixed Or Site Batched Design Mix Cement Concrete For Reinforced Cement Concrete Work; Using Coarse Aggregate And Fine Aggregate Derived From Natural Sources, Portland Pozzolana / Ordinary Portland /Portland Slag Cement, Admixtures In Recommended Proportions As Per Is: 9103 To Accelerate / Retard Setting Of Concrete, To Improve Durability And Workability Without Impairing Strength; Including Pumping Of Concrete To Site Of Laying, Curing, Carriage For All Leads; But Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement As Per Direction Of The Engineer-In-Charge; For The Following Grades Of Concrete. Note: Extra Cement Up To 10% Of The Minimum Specified Cement Content In Design Mix Shall Be Payable Separately. In Case The Cement Content In Design Mix Is More Than 110% Of The Specified Minimum Cement Content, The Contractor Shall Have Discretion To Either Re-Design The Mix Or Bear The Cost Of Extra Cement. All Works Above Plinth Level Upto Floor V Level Concrete Of M25 Grade With Minimum Cement Content Of 330 Kg /Cum , Providing Wood Work In Frames Of Doors, Windows, Clerestory Windows And Other Frames, Wrought Framed And Fixed In Position With Hold Fast Lugs Or With Dash Fasteners Of Required Dia & Length (Hold Fast Lugs Or Dash Fastener Shall Be Paid For Separately). Second Class Teak Wood , Providing And Fixing Bright Finished Brass Single Acting Spring Hinges With Necessary Brass Screws Etc. Complete : 150 Mm , Providing And Fixing Factory Made Laminated Veneer Lumber Glazed Shutter Conforming To Is: 14616 And Tads 15:2001 (Part B), Using 4 Mm Thick Float Glass Panes For Doors, Windows And Clerestory Windows, Fixing With Butt Hinges Of Required Size With Necessary Screws, All As Per Directions Of Engineer-In-Charge (Note:- Butt Hinges And Necessary Screws Shall Be Paid Separately) 30 Mm Thick Shutters , Extra For Providing Frosted Glass Panes 4 Mm Thick Instead Of Ordinary Float Glass Panes 4 Mm Thick In Doors, Windows And Clerestory Window Shutters. (Area Of Opening For Glass Panes Excluding Portion Inside Rebate Shall Be Measured). , Polishing In High Gloss/Matt Finish Melamine Clear Polish On Wood Work In Required Color/Wooden Shade Texture With Following Process In The Sequence As Detailed Below: 1. The Surface To Be Polished Is Rubbed With Sand Paper 80/120 No.And Then With Sand Paper Of 160/180 Nos. 2. Applying Two Coats Of Sealer With Spray Gun And Allowing Sufficient Drying Time For 1St Coat And 2Nd Coat Is Allowed To Dry For 8 To 12Hrs. 3. On Drying Of Sealer Coat, Wet Rubbing With Emery Cloth Of Finer Grading With Ample Water To Remove Excess Sealer Layer And Make The Surface Further Smooth After This Wet Rubbing, Then Surface Is Applied With Special Grade Melamine Fillers To Fill All The Small And Big Holes/Grooves Etc. Filler Coat To Be Allowed To Dry For 4 To 6 Hrs On Which Again A Light Wet Rubbing Is Done This Surface Is Further Allowed To Dry For 12 Hrs. 4. On This, 1St Coat Of Melamine Polish Is Applied With Spray Gun Using Melamine Clear Polish And Melamine Thinner In Required Proportion. This 1St Coat Is Allowed To Dry For 24 Hrs Then This Dry Surface Is Again Fine Wet Rubbed Smooth, Which Is Further Allowed To Dry For 12 Hrs. The Final Melamine Polish Is Applied With Compressor Pressure Spray Gun Using Melamine Clear Polish And Melamine Thinner Mixed In Required Proportion Complete As Per Direction Of Engineer-In-Charge. (Final Coat To Be Done In 1 Or 2 Layers Without Gap Of Time.) , Providing And Fixing Brass 100Mm Mortice Latch And Lock With 6 Nlevers Without Pair Of Handles (Best Make Of Approved Quality) For Aluminium Doors Including Necessary Cutting And Making Good Etc.Complete. , Providing And Fixing Factory Made Upvc White Colour Casement/ Casement Cum Fixed Glazed Door Comprising Of Upvc Multi-Chambered Frame,Sash And Mullion (Where Ever Required) Extruded Profiles Duly Reinforced With 1.60 ± 0.2 Mm Thick Galvanized Mild Steel Section Made From Roll Forming Process Of Required Length (Shape & Size According To Upvc Profile), Upvc Extruded Glazing Beads Of Appropriate Dimension, Epdm Gasket, Zinc Alloy (White Powder Coated) 3D Hinges And One Handle On Each Side Of Panels Along With Zinc Plated Mild Steel Multi Point Locking Having Transmission Gear, Cylinder With Keeps And One Side Key, G.I Fasteners 100 X 8 Mm Size For Fixing Frame To Finished Wall And Necessary Stainless Steel Screws, Etc. Profile Of Frame & Sash Shall Be Mitred Cut And Fusion Welded At All Corners, Mullion (If Required) Shall Be Also Fusion Welded Including Drilling Of Holes For Fixing Hardwares And Drainage Of Water Etc. After Fixing Frame The Gap Between Frame And Adjacent Finished Wall Shall Be Filled With Weather Proof Silicon Sealent Over Backer Rod Of Required Size And Of Approved Quality, All Complete As Per Approved Drawing & Direction Of Engineer-In-Charge. (Single / Double Glass Panes And Silicon Sealent Shall Be Paid Separately). Variation In Profile Dimension In Higher Side Shall Be Accepted But No Extra Payment On This Account Shall Be Made. Note: For Upvc Frame, Sash And Mullion Extruded Profiles Minus 5% Tolerance In Dimension I.E. In Depth & Width Of Profile Shall Be Acceptable. Casement Door With 3D Hinges Made Of (Big Series) Frame 67 X 64 Mm & Sash 67 X 110 Mm Both Having Wall Thickness Of 2.3 ± 0.2 Mm And Single Glazing Bead / Double Glazing Bead Of Appropriate Dimension. (Area Of Door Upto 2.00 Sqm). , Providing And Fixing Factory Made Upvc White Colour Fixed Glazed Windows/Ventilators Comprising Of Upvc Multi-Chambered Frame And Mullion (Where Ever Required) Extruded Profiles Duly Reinforced With 1.60 ± 0.2Mm Thick Galvanized Mild Steel Section Made From Roll Forming Process Of Required Length (Shape & Size According To Upvc Profile), , Upvc Extruded Glazing Beads Of Appropriate Dimension, Epdm Gasket, G.I Fasteners 100 X 8 Mm Size For Fixing Frame To Finished Wall, Plastic Packers, Plastic Caps And Necessary Stainless Steel Screws Etc. Profile Of Frame Shall Be Mitred Cut And Fusion Welded At All Corners, Mullion (If Required) Shall Be Also Fusion Welded Including Drilling Of Holes For Fixing Hardwares And Drainage Of Water Etc. After Fixing Frame The Gap Between Frame And Adjacent Finished Wall Shall Be Filled With Weather Proof Silicon Sealant Over Backer Rod Of Required Size And Of Approved Quality, All Complete As Per Approved Drawing & Direction Of Engineer-In-Charge.(Single / Double Glass Panes And Silicon Sealant Shall Be Paid Separately). Variation In Profile Dimension In Higher Side Shall Be Accepted But No Extra Payment On This Account Shall Be Made. Note: For Upvc Frame, Sash And Mullion Extruded Profiles Minus 5% Tolerance In Dimension I.E. In Depth & Width Of Profile Shall Be Acceptable. Fixed Window / Ventilator Made Of (Small Series) Frame 47 X50 Mm & Mullion 47 X 68 Mm Both Having Wall Thickness Of 1.9 ± 0.2 Mm And Single Glazing Bead Of Appropriate Dimension. (Area Upto 0.75 Sqm.) , Providing And Fixing Factory Made Upvc White Colour Sliding Glazed Window Upto 1.50 M In Height Dimension Comprising Of Upvc Multi-Chambered Frame With In-Built Roller Track And Sash Extruded Profiles Duly Reinforced With 1.60 ± 0.2 Mm Thick Galvanized Mild Steel Section Made From Roll Forming Process Of Required Length (Shape & Size According To Upvc Profile), Appropriate Dimension Of Upvc Extruded Glazing Beads And Upvc Extruded Interlocks, Epdm Gasket, Wool Pile, Zinc Alloy (White Powder Coated) Touch Locks With Hook, Zinc Alloy Body With Single Nylon Rollers (Weight Bearing Capacity To Be 40 Kg), G.I Fasteners 100 X 8 Mm Size For Fixing Frame To Finished Wall And Necessary Stainless Steel Screws Etc. Profile Of Frame & Sash Shall Be Mitred Cut And Fusion Welded At All Corners, Including Drilling Of Holes For Fixing Hardwares And Drainage Of Water Etc. After Fixing Frame The Gap Between Frame And Adjacent Finished Wall Shall Be Filled With Weather Proof Silicon Sealent Over Backer Rod Of Required Size And Of Approved Quality, All Complete As Per Approved Drawing & Direction Of Engineer-In-Charge. (Single /Double Glass Panes,Wire Mesh And Silicon Sealent Shall Be Paid Separately). Variation In Profile Dimension In Higher Side Shall Be Accepted But No Extra Payment On This Account Shall Be Made. Note: For Upvc Frame And Sash Extruded Profiles Minus 5% Tolerance In Dimension I.E. In Depth & Width Of Profile Shall Be Acceptable. Two Track Two Panels Sliding Window Made Of (Small Series)Frame 52 X 44 Mm &Sash 32 X 60 Mm Both Having Wall Thickness Of 1.9 ± 0.2 Mm And Single Glazing Bead Of Appropriate Dimension. (Area Of Window Upto 1.75 Sqm) , Two Track Two Panels Sliding Window Made Of (Big Series) Frame 67 X 50 Mm & Sash 46 X 62 Mm Both Having Wall Thickness Of 2.3 ± 0.2 Mm And Single Glazing Bead / Double Glazing Bead Of Appropriate Dimension . (Area Of Window Above 1.75 Sqm Upto 2.50 Sqm). , Three Track Three Panels Sliding Window With Fly Proof S.S Wire Mesh (Two Nos. Glazed & One No. Wire Mesh Panels) Made Of (Big Series) Frame 116 X 45 Mm & Sash 46 X 62 Mm Both Having Wall Thickness Of 2.3 ± 0.2 Mm And Single Glazing Bead / Double Glazing Bead Of Appropriate Dimension. (Area Of Window Above 1.75 Sqm). , Providing And Fixing Glazing In Aluminium Door, Window, Ventilator Shutters And Partitions Etc. With Epdm Rubber / Neoprene Gasket Etc. Complete As Per The Architectural Drawings And The Directions Of Engineer-In-Charge . (Cost Of Aluminium Snap Beading Shall Be Paid In Basic Item): With Float Glass Panes Of 5 Mm Thickness (Weight Not Less Than 12.50 Kg/Sqm) , Filling The Gap In Between Aluminium Frame & Adjacent Rcc/ Brick/Stone Work By Providing Weather Silicon Sealant Over Backer Rod Of Approved Quality As Per Architectural Drawings And Direction Of Engineer-In-Charge Complete. Upto 5Mm Depth And 5 Mm Width , Providing And Fixing Fly Proof Stainless Steel Grade 304 Wire Gauge, To Windows And Clerestory Windows Using Wire Gauge With Average Width Of Aperture 1.4 Mm In Both Directions With Wire Of Dia. 0.50 Mm All Complete. With 2Nd Class Teak Wood Beading 62X19 Mm Sqm 1404.25 With 12 Mm Mild Steel U Beading , Providing And Fixing 19Mm Thick Both Side Balancing Lamination Factory Pressed Bwp Grade Marine Ply As Per Is 710 Of Approved Brand Boxes,Shelves,Racks,Almirah,Cupboard And Drawer Etc. Including Necessary Nails,Screws Etc. Complete As Per Direction Of Engineer-Incharge. , Providing And Fixing Cupboard Shutter With 19Mm Thick One Side Decorative And Other Side Balancing Lamination Factory Pressed Bwp Grade Marine Ply As Per Is 710 Of Approved Brand Including 2Mm Thick Pvc Edge Banding Tape With Hot Glue By Edge Bending Machine Etc. With Auto Closing Spring Loaded Hinges (Hydraulic Type) Etc. Complete As Per Direction Of Engineer-In-Charge.(Payment Of Providing And Fixing Auto Closing Hinges Shall Be Paid Separately) , Providing & Fixing Glass Panes With Putty And Glazing Clips In Steel Doors,Windows, Clerestory Windows, All Complete With : 4.0 Mm Thick Glass Panes , Providing And Fixing Stainless Steel Soft Closing Spring Hinges At 0 Degree Hinges (Hydraulic Type) Of Approved Make/Brand To Cupboard Shutters With Full Threaded Steel Screws Including Making Necessary Recess In Board And Finished Etc. Complete As Per Direction Of Engineer-In-Charge. , Providing And Fixing Stainless Steel Soft Closing Heavy Type Telescopic Drawer Channels Of Approved Make 500 Mm Long With Screws Etc.Complete As Per Directions Of Engineer- In-Charge. , Providing And Fixing 2Mm Thick 16 To 19Mm Wide Pvc Edge Binding Tape Of Approved Quality For Cupboard/Wardrobe Shutters Including Necessary Synthetic Resin Hot Pressed To Edges On Binding Machine Etc. Complete As Per Directions Of Engineer- In-Charge. , Cement Concrete Flooring 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate) Finished With A Floating Coat Of Neat Cement, Including Cement Slurry, But Excluding The Cost Of Nosing Of Steps Etc. Complete. 40 Mm Thick With 20 Mm Nominal Size Stone Aggregate , Providing And Laying Vitrified Tiles In Floor In Different Sizes (Thickness To Be Specified By The Manufacturer) With Water Absorption Less Than 0.08% And Conforming To Is:15622, Of Approved Brand & Manufacturer, In All Colours And Shade, Laid On 20 Mm Thick Cement Mortar 1:4 (1 Cement:4 Coarse Sand) Jointing With Grey Cement Slurry @3.3 Kg/Sqm Including Grouting The Joints With White Cement And Matching Pigments Etc. The Tiles Must Be Cut With The Zero Chipping Diamond Cutter Only . Laying Of Tiles Will Be Done With The Notch Trowel, Plier, Wedge, Clips Of Required Thickness, Leveling System And Rubber Mallet For Placing The Tiles Gently And Easily. Glazed Vitrified Floor Tiles Polished Finish Of Size Size Of Tile 600 X 1200 Mm , Providing And Laying Vitrified Tiles In Different Sizes (Thickness To Be Specified By Manufacturer), With Water Absorption Less Than 0.08 % And Conforming To I.S. 15622, Of Approved Make, In All Colours & Shade, In Skirting, Riser Of Steps, Over 12 Mm Thick Bed Of Cement Mortar 1:3 (1 Cement: 3 Coarse Sand), Jointing With Grey Cement Slurry @ 3.3 Kg/Sqm Including Grouting The Joint With White Cement & Matching Pigments Etc. Complete. Size Of Tile 600X600 Mm , Providing And Laying Polished Granite Stone Flooring In Required Design And Patterns, In Linear As Well As Curvilinear Portions Of The Building All Complete As Per The Architectural Drawings With 18 Mm Thick Stone Slab Over 20 Mm (Average) Thick Base Of Cement Mortar 1:4 (1 Cement : 4Coarse Sand) Laid And Jointed With Cement Slurry And Pointing With White Cement Slurry Admixed With Pigment Of Matching Shade Including Rubbing, Curing And Polishing Etc. All Complete As Specified And As Directed By The Engineer-In-Charge. Polished Granite Stone Slab Colour Of Black, Cherry/Ruby Red Or Equivalent , Providing And Laying Flamed Finish Granite Stone Flooring In Required Design And Patterns, In Linear As Well As Curvilinear Portions Of The Building All Complete As Per The Architectural Drawings With 18 Mm Thick Stone Slab Over 20 Mm (Average) Thick Base Of Cement Mortar 1:4 (1 Cement : 4Coarse Sand) Laid And Jointed With Cement Slurry And Pointing With White Cement Slurry Admixed With Pigment Of Matching Shade Including Rubbing, Curing And Polishing Etc. All Complete As Specified And As Directed By The Engineer-In-Charge : Flamed Finish Granite Stone Slab Jet Black, Cherry Red, Elite Brown, Cat Eye Or Equivalent. , Providing And Fixing 18 Mm Thick Gang Saw Cut, Mirror Polished, Premoulded And Prepolished, Machine Cut For Kitchen Platforms, Vanity Counters, Window Sills, Facias And Similar Locations Of Required Size, Approved Shade, Colour And Texture Laid Over 20 Mm Thick Base Cement Mortar 1:4 (1 Cement : 4 Coarse Sand), Joints Treated With White Cement, Mixed With Matching Pigment, Epoxy Touch Ups, Including Rubbing, Curing, Moulding And Polishing Of Edges To Give High Gloss Finish Etc. Complete At All Levels. Granite Stone Slab Of Colour Black, Cherry/Ruby Red Area Of Slab Over 0.50 Sqm , Extra For Providing Opening Of Required Size & Shape For Wash Basin/Kitchen Sink In Kitchen Platform, Vanity Counter And Similar Location In Marble/ Granite/ Stone Work, Including Necessary Holes For Pillar Taps Etc. Including Moulding, Rubbing And Polishing Of Cut Edges Etc. Complete. , Providing And Fixing False Ceiling At All Height Including Providing And Fixing Of Frame Work Made Of Special Sections, Power Pressed From M.S. Sheets And Galvanized With Zinc Coating Of 120 Gms/Sqm (Both Side Inclusive) As Per Is : 277 And Consisting Of Angle Cleats Of Size 25 Mm Wide X 1.6 Mm Thick With Flanges Of 27 Mm And 37Mm, At 1200 Mm Centre To Centre, One Flange Fixed To The Ceiling With Dash Fastener 12.5 Mm Dia X 50Mm Long With 6Mm Dia Bolts, Other Flange Of Cleat Fixed To The Angle Hangers Of 25X10x0.50 Mm Of Required Length With Nuts & Bolts Of Required Size And Other End Of Angle Hanger Fixed With Intermediate G.I. Channels 45X15x0.9 Mm Running At The Spacing Of 1200 Mm Centre To Centre, To Which The Ceiling Section 0.5 Mm Thick Bottom Wedge Of 80 Mm With Tapered Flanges Of 26 Mm Each Having Lips Of 10.5 Mm, At 450 Mm Centre To Centre,Shall Be Fixed In A Direction Perpendicular To G.I. Intermediate Channel With Connecting Clips Made Out Of 2.64 Mm Dia X 230 Mm Long G.I. Wire At Every Junction, Including Fixing Perimeter Channels 0.5 Mm Thick 27 Mm High Having Flanges Of 20 Mm And 30 Mm Long, The Perimeter Of Ceiling Fixed To Wall/Partition With The Help Of Rawl Plugs At 450 Mm Centre, With 25Mm Long Dry Wall Screws @ 230 Mm Interval, Including Fixing Of Gypsum Board To Ceiling Section And Perimeter Channel With The Help Of Dry Wall Screws Of Size 3.5 X 25Mm At 230 Mm C/C, Including Jointing And Finishing To A Flush Finish Of Tapered And Square Edges Of The Board With Recommended Jointing Compound , Jointing Tapes , Finishing With Jointing Compound In 3 Layers Covering Upto 150 Mm On Both Sides Of Joint And Two Coats Of Primer Suitable For Board, All As Per Manufacturers Specification And Also Including The Cost Of Making Openings For Light Fittings, Grills,Diffusers, Cutouts Made With Frame Of Perimeter Channels Suitably Fixed, All Complete As Per Drawings, Specification And Direction Of The Engineer In Charge But Excluding The Cost Of Painting With : 12.5 Mm Thick Tapered Edge Glass Reinforced Gypsum (Grg) Board Conforming To Is: 2095- (Part 3):1996 (Boards With Bis Certification Marks) , Providing And Fixing At All Height False Ceiling Of 4Mm Thick Phenol Bonded Bamboo Mat Board (595X595mm) Conforming To Is:13958-1994 Including Providing And Fixing Of Frame Work Made Of Gi Angle 25X25x0.4 Mm Thick All Around Suitably Fixed To Wall With The Help Of Dash Fastener And Hanger Frame (600X600 C/C) Made Gi Slotted Tee Having Powder Coating On Bottom Side (30X25x0.3 Mm Thick For Main Member & 25X25x0.3 Mm For Cross Member) Connected To Ceiling With 2.64Mm Gi Wire And Anchor Fastener At Every Junction And Also Including Cost Of Making Openings For Light Fittings, Grills, Diffusers,Cut Outs Made With Frame Of Perimeter Channels Suitably Fixed All Complete As Per Direction Of Engineer-In-Charge. , Providing And Fixing 15 Cm Wide, 45 Cm Overall Semi-Circular Plain G.S. Sheet Gutter With Iron Brackets 40X3mm Size, Bolts, Nuts And Washers Etc., Including Making Necessary Connections With Rain Water Pipes Complete. 0.63 Mm Thick With Zinc Coating Not Less Than 275 Gm/M² , Providing Corrugated G.S. Sheet Roofing Including Vertical / Curved Surface Fixed With Polymer Coated J Or L Hooks, Bolts And Nuts 8Mm Diameter With Bitumen And G.I. Limpet Washers Or With G.I. Limpet Washers Filled With White Lead, Including A Coat Of Approved Steel Primer And Two Coats Of Approved Paint On Overlapping Of Sheets Complete (Up To Any Pitch In Horizontal/ Vertical Or Curved Surfaces),Excluding The Cost Of Purlins, Rafters And Trusses And Including Cutting To Size And Shape Wherever Required. 0.80 Mm Thick With Zinc Coating Not Less Than 275 Gm/M² , Finishing Walls With 100% Premium Acrylic Emulsion Paint Having Voc Less Than 50 Gm/Litre And Uv Resistance As Per Is 15489:2004,Alkali & Fungal Resistance, Dirt Resistance Exterior Paint Of Required Shade (Company Depot Tinted) With Silicon Additives. New Work (Two Or More Coats Applied @ 1.43 Litre/ 10Sqm. Over And Including Priming Coat Of Exterior Primer Applied @ 0.90 Litre/10 Sqm. , Providing And Fixing Approved Brand And Manufacture Ss Handle Of Size 600 Mm Fixed With Ss Screws Etc, Complete In All Respects As Per Manufacturers Specifications & As Directed By Engineer-In-Charge. , Providing And Fixing Approved Brand And Manufacture Ss 304 Grade Top & Bottom Patch Fixed With Ss Screws Etc. Complete In All Respects As Per Manufacturers Specifications & As Directed By Engineer-In-Charge. , Providing And Fixing Approved Brand And Manufacture Ss 304 Grade 900Mm Pull Handle With 32Mm Dia Fixed With Ss Screws Etc. Complete In All Respects As Per Manufacturers Specifications & As Directed By Engineer-In-Charge. , Providing And Fixing Approved Brand And Manufacture Ss 304 Grade Glass To Glass Lock Round Type With Ss Screws Etc. Complete In All Respects As Per Manufacturers Specifications & As Directed By Engineer-In-Charge. , Providing And Fixing Approved Brand And Manufacture Ss 304 Grade Floor Spring (Weight Approx 100-120Kgs) Fixed With Ss Screws Etc. Complete In All Respects As Per Manufacturers Specifications & As Directed By Engineer-In-Charge. , Supplying, Fitting And Fixing Full Height Wooden Partition Made Of Secondary Seasoned Hard Wood As Approved, Out Of 60Mm X 50Mm Section Both Horizontal And Vertical @ 600 C/C Including Covering The Above Frame (Primary Surface) With 12Mm Bwr Ply Wood On Both Side With 1.0 Mm Thk Laminate Finish And Necessary Edge Finish As Approved All Complete As Per Architectural Drawings And The Directions Of Engineer-In-Charge. , Providing And Fixing 40Mm Thick Cladding Comprising Of Wooden Framework Using 25Mx50mm Sections At A Maximum Spacing Of 600Mm In Any One Direction (Including Adding Members As Required) Covered With12mm Thick Bwp Ply Layered With 4Mm Thk. Veneer (Basic Rate Rs.60/-Sqftjon One Side Pasted And Pressed With Adhesive To Give A Uniform And Smooth Finish, Including 4Mm Thk. S.S. Strip Framework On All Sides Of Veneer Panels With Wooden Member Surround, Top Moldings/Margins, Etc. To Finish The Thickness, As Shown Complete In Drawing. All Members/Ply Etc. Shall Be Treated With Anti-Termite Solution As Per Norms. No Extra Shall Be Pald For Maling Of Openings, Door / Window Frames And For Making Provisions For Electric Condults. , Providing And Fixdng 18Mm Thick Granite Stone Work For Wall Lining Upto 10 M Height In Cement Mortar 1:3 (1Cement: 3 Coarse Sand) Including Pointing With White Cement Mortor With An Admixture Of Pigment To Match The Granite Shade Complete As Per Direction Of Engineer-In-Charge. , Providing And Laying Laminate Wooden Flooring (Grade Ac4, 8 Mm Thick Ambience Premium-Ac4), Having A Good Backing Layer Made Up Of Plastic Laminate Or Melamine As Specified By The Manufacturer And Approved By Engineer-Incharge. , Providing And Fixing Bamboo Composite Roof All Complete As Per Direction Of Engineer-In-Charge. , 1650 Mm Height Bamboo Boundary Wall As Per Direction Of Engineer-In Charge. , Providing Fitting And Fixing Of Branded Modular Lit And Wall Cabinet For Iitchen Along With Hardware Fittings At Senior Officers Colony As Per Direction Of Engineer-In-Charge. , Wiring For Light Point/ Fan Point/ Exhaust Fan Point/ Call Bell Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable In Surface/ Recessed Medium Class Pvc Conduit With Modular Switch Modular Plate Suitable Gi Box And Earthing The Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable Etc.As Required. Group C , Wiring For Circuit/ Submain Wiring Alongwith Earth Wire With The Following Sizes Of Frls Pvc Insulated Copper Conductor, Single Core Cable In Surface/ Recessed Medium Class Pvc Conduit As Required. 2 X 1.5 Sq.Mm. + 1 X 1.5 Sq.Mm. Earth Wire. , 2 X 2.5 Sq.Mm. + 1 X 2.5 Sq.Mm. Earth Wire. , 2 X 4 Sq. Mm + 1 X 4 Sq. Mm Earth Wire , 2 X 6 Sq. Mm + 1 X 6 Sq. Mm Earth Wire , 4 X 16 Sq. Mm + 2 X 6 Sq. Mm Earth Wire , Supplying And Fixing Following Modular Switch/ Socket On The Existing Modular Plate & Switch Box Including Connections But Excluding Modular Plate Etc. As Required. 5/6 Amps Switch , 15/16 Annual Periodical Maintenance Switch , 3 Pin 5/6 Annual Periodical Maintenance Socket Outlet , 6 Pin 15/16 Annual Periodical Maintenance Socket Outlet , Telephone Socket Outlet , Tv Antenna Socket Outlet , Bell Push , Supplying And Fixing Two Module Stepped Type Electronic Fan Regulator On The Existing Modular Plate Switch Box Including Connections But Excluding Modular Plate Etc. As Required. , Supplying And Fixing Following Size/ Modules, Gi Box Along With Modular Base & Cover Plate For Modular Switches In Recess Etc As Required. 3 Module (100Mmx75mm) , 4 Module (125Mmx75mm) , 6 Module (200Mmx75mm) , 8 Module (125Mmx125mm) , 12 Module (200Mm X 150Mm) , Supplying And Fixing Following Modular Base & Cover Plate On Existing Modular Metal Boxes Etc. As Required. 3 Module , 4 Module , 6 Module , 8 Module , 12 Module , Supplying And Fixing Call Bell/ Buzzer Suitable For Single Phase, 230 Volts, Complete As Required. , Installation, Testing And Commissioning Of Ceiling Fan, Including Wiring The Down Rods Of Standard Length (Upto 30 Cm) With 1.5 Sq. Mm Frls Pvc Insulated, Copper Conductor, Single Core Cable Etc. As Required. , Supplying And Fixing 5 Amps To 32 Amps Rating, 240/415 Volts, C Curve, Miniature Circuit Breaker Suitable For Inductive Load Of Following Poles In The Existing Mcb Db Complete With Connections, Testing And Commissioning Etc. As Required. Single Pole , Supplying And Fixing Following Rating, Four Pole, 415 Volts, Isolator In The Existing Mcb Db Complete With Connections, Testing And Commissioning Etc. As Required. 63 Amps , Supply, Installation, Testing And Commissioning Of 1200 Mm Sweep, Bee 5 Star Rated, Ceiling Fan With Brush Less Direct Current (Bldc) Motor, Class Of Insulation: B, 3 Nos. Blades, 30 Cm Long Down Rod, 2 Nos. Canopies, Shackle Kit, Safety Rope, Copper Winding, Power Factor Not Less Than 0.9, Service Value (Cm/M/W) Minimum 6.00, Air Delivery Minimum 210 Cum/Min , 350 Rpm (Tolerance As Per Is : 374-2019), Thd Less Than 10%, Remote Or Electronic Regulator Unit For Speed Control And All Remaining Accessories Including Safety Pin, Nut Bolts, Washers, Temperature Rise=75 Degree C (Max.), Insulation Resistance More Than 2 Mega Ohm, Suitable For 230 V, 50 Hz, Single Phase Ac Supply, Earthing Etc. Complete As Required. , Supplying Including Fitting Fixing Of Following A.C. 2 Model Starter In The Existing 2 Model Modular Board Necessary Connection As Approved By The Deptt.)As 6 Required Complete And As Directed By The Department.25 Amps 2 Module Starter , Supplying Installation Testing And Commissioning Of Exhust Fan 225 Mm Air Flow As Required 1.5 Sq Mm Copper Multstrand Wire Connection An As Specified 3 And Directed By The Deptt. Orient/Usha/Cromton Make , Supplying And Fixing Of Recessed Jaquar Or Equivalent Philips/ Wipro Led Spot Light Fittings Complete With Shade, Back Plate Including Connection Cable, As 5 Approved By The Deptt.S Etc. As Required. 7W Led Cob , Supplying, Installation, Testing And Commission Of The Following Indoor Decorative Recess Mounted Led Down Lighter Luminaries Of Model No- Dn296b Led15s-6500Psu Wh Hsn Code 9405 Complete With All Accessories Such As Ballast, Starter Etc. In The False Ceiling Type Armstrong /Gypsum Or Similar Celling 6 Mounting With Necessary Support With 1.5 Sq.Mm. P.V.C. Insulated S.C.Copper Conductor As Required And As Directed By The Department (Philips/Jaquar / Lt/Wipro Make) , Supplying, Installation, Testing And Commission Of The Following Indoor Decorative Recess Mounted Liner Led Strip Light Premium 50W With Derver Complete With All Accessories Such As Ballast, Starter Etc. In The False Ceiling Type Armstrong/Gypsum Or Similar Celling Mounting With Necessary Support With 1.5 Sq.Mm. P.V.C. Insulated S.C.Copper Conductor As Required And As Directed By The Department (Philips/Jaquar/Lt/Wipro Make). 50 W Led Strip Light
Contract Date: May 30, 2026 Contract Value : ₹ 53.05 Lakh
Government Departments No of Bidders 2
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20.
Educational and Research Institute #9836704 Technical Bid
Tender For Various Type Of Maintenance Work- 1 Type-I Residence 2 Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. 3 Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. 4 Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead: Of area 3 sq. metres and below 5 Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.. In cement mortar 6 Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. 7 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources). 8 TMT Fe-500 iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level.Thermo-Mechanically Treated bars of grade Fe-500D or more. 9 12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. (1)1 cement: 6 coarse sand. F.M.-2.25 1:6 (1 cement: 6 coarse sand) 10 15 mm cement plaster in single coat on rough side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. (1)1 cement: 6 coarse sand. F.M.-2.251:6 (1 cement: 6 coarse sand) 11 Celling6 mm cement plaster 1:3 (1 cement: 3 fine sand) finished with a floating coat of neat cement and thick coat of Lime wash on top of walls when dry for bearing of R.C.C. slabs and beams. 12 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) 13 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate 14 Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @2.20kg/10 sqm. 15 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : Two or more coats applied on walls @ 1.25 ltr/10 sqm. over and including one coat of Special primer applied @ 0.75 ltr / 10sqm 16 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 17 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. 18 Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. Fixing with 15x3 mm lugs 10 cm. long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). 19 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/ 10 sqm of approved brand or manufacture 20 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand or manufacture 21 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows all complete with : 4.0 mm thick glass panes. 22 Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete. With second class teak wood beading 62X19 mm 23 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces 24 Providing and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflectivity Index (SRI) of 105 on top of concrete roof in three coats @10.76 litre/ 10 sqm. One coat of self-priming of elastomeric waterproofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric waterproofing liquid (dry film thickness of complete application/system not less than 500 microns). The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as per the direction of Engineer-in-Charge. 25 Brick CobaProviding and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.(c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge : With average thickness of 120 mm and minimum thickness at khurra as 65 mm. 26 Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick 27 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approvedmake, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 28 24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of ‘H’ section, a uPVC hollow section of size 100x24 mm and 2 mm (± 0.2 mm) wall thickness, fixed to the shutter styles by means of plastic/galvanised M.S. ‘U’ cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer’s specification and direction of Engineer-in-charge. (For W.C. and bathroom door shutter). 29 Providing and laying Ceramic glazed floor tiles of size 300x300 mm(thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @3.3kg/sqm including pointing the joints with white cement and matching pigments etc., complete. 30 Fitting and other work 31 Type-II Residence 32 Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. 33 Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. 34 Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead: Of area 3 sq. metres and below 35 Demolishing brick work, mud phasjka in terracing manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar 36 Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. 37 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources). 38 TMT Fe-500 iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level.Thermo-Mechanically Treated bars of grade Fe-500D or more. 39 12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. (1)1 cement: 6 coarse sand. F.M.-2.25 1:6 (1 cement: 6 coarse sand) 40 15 mm cement plaster in single coat on rough side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. (1)1 cement: 6 coarse sand. F.M.-2.251:6 (1 cement: 6 coarse sand) 41 Celling6 mm cement plaster 1:3 (1 cement: 3 fine sand) finished with a floating coat of neat cement and thick coat of Lime wash on top of walls when dry for bearing of R.C.C. slabs and beams. 42 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) 43 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate 44 Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @2.20kg/10 sqm. 45 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications :Two or more coats applied on walls @ 1.25 ltr/10 sqm. over and including one coat of Special primer applied @ 0.75 ltr / 10sqm 46 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 47 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. 48 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 49 Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. Fixing with 15x3 mm lugs 10 cm. long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). 50 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications :Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/ 10 sqm of approved brand or manufacture 51 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand or manufacture 52 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows all complete with : 5.5 mm thick glass panes. 53 Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete. With second class teak wood beading 62X19 mm 54 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.Using M.S. angels 40x40x6 mm for diagonal braces 55 Providing and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflectivity Index (SRI) of 105 on top of concrete roof in three coats @10.76 litre/ 10 sqm. One coat of self-priming of elastomeric waterproofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric waterproofing liquid (dry film thickness of complete application/system not less than 500 microns). The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as per the direction of Engineer-in-Charge. 56 Brick CobaProviding and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge : With average thickness of 120 mm and minimum thickness at khurra as 65 mm. 57 Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick 58 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approvedmake, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 59 24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of ‘H’ section, a uPVC hollow section of size 100x24 mm and 2 mm (± 0.2 mm) wall thickness, fixed to the shutter styles by means of plastic/galvanised M.S. ‘U’ cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer’s specification and direction of Engineer-in-charge. (For W.C. and bathroom door shutter). 60 Providing and laying Ceramic glazed floor tiles of size 300x300 mm(thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @3.3kg/sqm including pointing the joints with white cement and matching pigments etc., complete. 61 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer) with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make in all colours & shade in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1cement: 3 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joint with white cement & matching pigments etc. complete. 62 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size,approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Granite stone slab colour black, Cherry/Ruby red Area of slab over 0.50 sqm 63 Fitting and other work 64 Type-III Residence 65 Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. 66 Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. 67 Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead: Of area 3 sq. metres and below 68 Demolishing brick work, mud phasjka in terracing manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-chargeIn cement mortar 69 Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. 70 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources). 71 TMT Fe-500 iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level.Thermo-Mechanically Treated bars of grade Fe-500D or more. 72 12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. (1)1 cement: 6 coarse sand. F.M.-2.25 1:6 (1 cement: 6 coarse sand) 73 15 mm cement plaster in single coat on rough side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. (1)1 cement: 6 coarse sand. F.M.-2.251:6 (1 cement: 6 coarse sand) 74 Celling6 mm cement plaster 1:3 (1 cement: 3 fine sand) finished with a floating coat of neat cement and thick coat of Lime wash on top of walls when dry for bearing of R.C.C. slabs and beams. 75 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) 76 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate 77 Finishing walls with textured exterior paint of required shade :New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @2.20kg/10 sqm. 78 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : Two or more coats applied on walls @ 1.25 ltr/10 sqm. over and including one coat of Special primer applied @ 0.75 ltr / 10sqm 79 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 80 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. 81 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 82 Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. Fixing with 15x3 mm lugs 10 cm. long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). 83 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications :Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/ 10 sqm of approved brand or manufacture 84 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand or manufacture 85 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows all complete with : 5.5 mm thick glass panes. 86 Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete. With second class teak wood beading 62X19 mm 87 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces 88 Providing and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflectivity Index (SRI) of 105 on top of concrete roof in three coats @10.76 litre/ 10 sqm. One coat of self-priming of elastomeric waterproofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric waterproofing liquid (dry film thickness of complete application/system not less than 500 microns). The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as per the direction of Engineer-in-Charge. 89 Brick CobaProviding and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge : With average thickness of 120 mm and minimum thickness at khurra as 65 mm. 90 Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick 91 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approvedmake, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 92 24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of ‘H’ section, a uPVC hollow section of size 100x24 mm and 2 mm (± 0.2 mm) wall thickness, fixed to the shutter styles by means of plastic/galvanised M.S. ‘U’ cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer’s specification and direction of Engineer-in-charge. (For W.C. and bathroom door shutter). 93 Providing and laying Ceramic glazed floor tiles of size 300x300 mm(thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @3.3kg/sqm including pointing the joints with white cement and matching pigments etc., complete. 94 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer) with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make in all colours & shade in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1cement: 3 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joint with white cement & matching pigments etc. complete. 95 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size,approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Granite stone slab colour black, Cherry/Ruby red Area of slab over 0.50 sqm 96 Fitting and other work 97 Type-IV Residence 98 Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. 99 Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. 100 Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead: Of area 3 sq. metres and below 101 Demolishing brick work, mud phasjka in terracing manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.. In cement mortar 102 Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. 103 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources). 104 TMT Fe-500 iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level.Thermo-Mechanically Treated bars of grade Fe-500D or more. 105 12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. (1)1 cement: 6 coarse sand. F.M.-2.25 1:6 (1 cement: 6 coarse sand) 106 15 mm cement plaster in single coat on rough side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. (1)1 cement: 6 coarse sand. F.M.-2.251:6 (1 cement: 6 coarse sand) 107 Celling6 mm cement plaster 1:3 (1 cement: 3 fine sand) finished with a floating coat of neat cement and thick coat of Lime wash on top of walls when dry for bearing of R.C.C. slabs and beams. 108 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) 109 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate 110 Finishing walls with textured exterior paint of required shade :New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @2.20kg/10 sqm. 111 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : Two or more coats applied on walls @ 1.25 ltr/10 sqm. over and including one coat of Special primer applied @ 0.75 ltr / 10sqm 112 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 113 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. 114 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 115 Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. Fixing with 15x3 mm lugs 10 cm. long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). 116 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications :Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/ 10 sqm of approved brand or manufacture 117 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand or manufacture 118 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows all complete with :5.5 mm thick glass panes. 119 Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete. With second class teak wood beading 62X19 mm 120 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces 121 Providing and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflectivity Index (SRI) of 105 on top of concrete roof in three coats @10.76 litre/ 10 sqm. One coat of self-priming of elastomeric waterproofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric waterproofing liquid (dry film thickness of complete application/system not less than 500 microns). The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as per the direction of Engineer-in-Charge. 122 Brick CobaProviding and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge : With average thickness of 120 mm and minimum thickness at khurra as 65 mm. 123 Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick 124 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approvedmake, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 125 24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of ‘H’ section, a uPVC hollow section of size 100x24 mm and 2 mm (± 0.2 mm) wall thickness, fixed to the shutter styles by means of plastic/galvanised M.S. ‘U’ cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer’s specification and direction of Engineer-in-charge. (For W.C. and bathroom door shutter). 126 Providing and laying Ceramic glazed floor tiles of size 300x300 mm(thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @3.3kg/sqm including pointing the joints with white cement and matching pigments etc., complete. 127 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer) with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make in all colours & shade in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1cement: 3 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joint with white cement & matching pigments etc. complete. 128 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size,approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Granite stone slab colour black, Cherry/Ruby red Area of slab over 0.50 sqm 129 Fitting and other work 130 Electrification Work 131 Power Wiring 132 Cost of Sanitary 133 Coast of Plumbing work 134 Contigency 135 Renovation Work of Hostels & Academic Building 136 Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. 137 Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. 138 Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : Of area 3 sq. metres and below 139 Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead: Of area beyond 3 sq. metres 140 Demolishing brick work, mud phasjka in terracing manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.. In cement mortar 141 Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. 142 RCCReinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources). 143 TMT Fe-500 iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level.Thermo-Mechanically Treated bars of grade Fe-500D or more. 144 12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. (1)1 cement: 6 coarse sand. F.M.-2.25 1:6 (1 cement: 6 coarse sand) 145 15 mm cement plaster in single coat on rough side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. (1)1 cement: 6 coarse sand. F.M.-2.251:6 (1 cement: 6 coarse sand) 146 Celling6 mm cement plaster 1:3 (1 cement: 3 fine sand) finished with a floating coat of neat cement and thick coat of Lime wash on top of walls when dry for bearing of R.C.C. slabs and beams. 147 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) 148 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate 149 Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @2.20kg/10 sqm. 150 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications :Two or more coats applied on walls @ 1.25 ltr/10 sqm. over and including one coat of Special primer applied @ 0.75 ltr / 10sqm 151 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 152 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. 153 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 154 Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. Fixing with 15x3 mm lugs 10 cm. long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). 155 Finishing with enamal Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/ 10 sqm of approved brand or manufacture 156 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand or manufacture 157 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows all complete with : 5.5 mm thick glass panes. 158 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces 159 Providing and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflectivity Index (SRI) of 105 on top of concrete roof in three coats @10.76 litre/ 10 sqm. One coat of self-priming of elastomeric waterproofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric waterproofing liquid (dry film thickness of complete application/system not less than 500 microns). The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as per the direction of Engineer-in-Charge. 160 Brick CobaProviding and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge : With average thickness of 120 mm and minimum thickness at khurra as 65 mm. 161 Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick 162 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approvedmake, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 163 24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of ‘H’ section, a uPVC hollow section of size 100x24 mm and 2 mm (± 0.2 mm) wall thickness, fixed to the shutter styles by means of plastic/galvanised M.S. ‘U’ cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer’s specification and direction of Engineer-in-charge. (For W.C. and bathroom door shutter). 164 Providing and laying Ceramic glazed floor tiles of size 300x300 mm(thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @3.3kg/sqm including pointing the joints with white cement and matching pigments etc., complete. 165 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer) with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make in all colours & shade in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1cement: 3 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joint with white cement & matching pigments etc. complete. 166 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size,approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Granite stone slab colour black, Cherry/Ruby red Area of slab over 0.50 sqm 167 Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete 168 Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15 x 3 mm and nuts & bolts complete. Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides. 169 PCC1:2:4 (1 cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) 170 Dismantling aluminium/ Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable material and stacking of serviceable material with in 50 meters lead as directed by Engineer-in-charge. 171 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. 172 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. Cement mortar 1:4 (1 cement :4 coarse sand) 173 Fixing chowkhats in existing opening including embedding chowkhats in floors or walls cutting masonry for holdfasts, embedding hold fasts in cement concrete blocks of size 15 x 10 x 10 cm with cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size), painting two coats of approved wood preservative to sides of chowkhats and making good the damages to walls and floors as required complete, including disposal of rubbish to the dumping ground, all complete as per directions of Engineer-In-Charge. Door chowkhats . 174 Fixing chowkhats in existing opening including embedding chowkhats in floors or walls cutting masonry for holdfasts, embedding hold fasts in cement concrete blocks of size 15 x 10 x 10 cm with cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size), painting two coats of approved wood preservative to sides of chowkhats and making good the damages to walls and floors as required complete, including disposal of rubbish to the dumping ground, all complete as per directions of Engineer-In-Charge. Window chowkhats . 175 Fixing chowkhats in existing opening including embedding chowkhats in floors or walls cutting masonry for holdfasts, embedding hold fasts in cement concrete blocks of size 15 x 10 x 10 cm with cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size), painting two coats of approved wood preservative to sides of chowkhats and making good the damages to walls and floors as required complete, including disposal of rubbish to the dumping ground, all complete as per directions of Engineer-In-Charge. Ventilator chowkhats . 176 Providing and fixing of expansion joint system related with wall joint (internal/external) location as per drawings and direction of Engineer-In- Charge.The joints shall be of extruded aluminum base members, self aligning /centering arrangement and support plates as per ASTM B221- 02. The material shall be such that it provides an Expansion Joints System suitable for vertical wall to wall/ wall to corner application, both new and existing construction in office Buildings & complexes with no slipping down tendency amongst the components of the Joint System. The Joint System shall utilize light weight aluminum profiles exhibiting minimal exposed aluminum surfaces mechanically snap locking the multicellular to facilitate movement. (Material shall confirm to ASTM 6063). Wall Joint of 100 mm gap 177 Providing and fixing of expansion joint system of approved make and manufactures for various roof locations as per approved drawings and direction of Engineer-In-Charge. The joints shall be of extruded aluminum base members with, self aligning and self centering arragement support plates asper ASTM B221-02. The system shall be such that it provides watertight roof to roof/roof to corner joint cover expansion control system that is capable of accommodating multidirectional seismic movement without stress to its components. System shall consist of metal profile that incorporates an universal aluminum base member designed to accommodate various project conditions and roof treatments. The cover plate shall be designed of width and thickness required to satisfy movement and loading requirements and secured to base members by utilizing manufacturer’s pre-engineered self-centering arrangement that freely rotates / moves in all directions. The Self centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. The Joint System shall resists damage or deterioration from the impact of falling ice, exposure to UV, airborne contaminants and occasional foot traffic from maintenance personnel. Provision of Moisture Barrier Membrane in the Joint System to have water tight joint is mandatory requirement. (Material shall confirm to ASTM 6063.) Roof Joint of 100 mm gap 178 Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All kinds of soil Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia 179 For Sewer LineProviding and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : 100 mm diameter S.W. pipe 180 For Sewer LineProviding and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : 150 mm diameter S.W. pipe 181 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 182 Providing and fixing tiled false ceiling 12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm, made of Gypsum plasterboard, manufactured from natural gypsum as per IS 2095 part I and laminated with white 0.16 mm thick fire retardant PVC film on the face side and 12 micron metalized polyester on the back side with all edges sealed with the face side PVC film which goes around and wraps the edges and is bonded to the edges and the back side metalized polyester film so as to make the tile a completely sealed unit or directed by Engineer-In-Charge 183 For Sewer LineProviding and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes (hume Pipe) including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 450 mm dia RCC pipes. (I.D. 300 mm) 184 Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspectionof work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer-in-charge. The elevational area of the scaffolding shall be measured for payment purpose. The payment shall be made once irrespective of duration of scaffolding.Note: - This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done. 185 Cleaning of terrace/loft water storage tank (inside surface area) upto 2000 litre capacity at all heights with coconut brushes, duster etc., removal of silt, rubbish from the tank and cleaning the tank with fresh water disinfecting with bleaching powder @ 0.5gm per litre capacity of tank, including marking the date of cleaning on the side of tank body with the help of stencil and paint and disposing of malba, all complete as per direction of Engineer-in-Charge. (The old date already written on tank should be removed with paint remover or black paint and if date is not written with the stencil or old date is not removed deduction will be made @ Rs. 0.10 per litre if during cleaning any GI fittings or ball cock is damaged that is to be repaired by contractor at his own cost and nothing extra will be paid on this account) 186 Supply & Fabrication of Shed with structure & profile sheet 0.5mm with 10 to 15 feet hight as given below specification of structure with enamale painting as direced by Engineer-In-Charge Columm squre Pipe 150 x 150 x 6mm Truss Vertical Sq. Pipe 50 x 50 x 4mmTruss Taper Sq. Pipe 40 x 40 x 3mm Parling Pipe 75 x 40 x 3mm 187 S/F of aluminium partition with ACP Sheet/Glass & Section 48 x 45 x 1.5 (+- 0.3), bottom 110 x 45 x 1.8 (+- 0.3) with complete all required fittings as directed by Engineer-In-Charge 188 Fitting and other work 189 Electrification Work 190 Power Wiring 191 Cost of Sanitary 192 Coast of Plumbing work 193 Contingencies 194 Interloking 195 Providing and laying factory made chamfered edge Cement Concrete paver blocks In foot path, park & lawns driveway or light & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of course sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per manufacturers specifications & direction of Engineer in-Charge. 80mm thick Cement concrete paver block of M-30 grade with approved colour, design & pattern. 196 Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-III(size range 26.5 mm to 0.075 mm) having CBR Value-20 197 RENOVATION & MEZZANINE FLOOR OF ROOM 198 Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. With cement mortar 1:4 (1 cement : 4 fine sand) 199 Fixing in With cement mortar 1:4 (1cement: 4 coarse sand) chowkhats in existing opening including embedding chowkhats floors or walls cutting masonry for holdfasts, embedding hold fasts in cement concrete blocks of size 15 x 10 x 10 cm with cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size), painting two coats of approved wood preservative to sides of chowkhats and making good the damages to walls and floors as required complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. Door chowkhats 200 Fixing in With cement mortar 1:4 (1cement: 4 coarse sand) chowkhats in existing opening including embedding chowkhats floors or walls cutting masonry for holdfasts, embedding hold fasts in cement concrete blocks of size 15 x 10 x 10 cm with cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size), painting two coats of approved wood preservative to sides of chowkhats and making good the damages to walls and floors as required complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. Window chowkhats 201 Making the opening in brick masonry including dismantling in floor or walls by cutting masonry and making good the damages to walls, flooring and jambs complete, to match existing surface including disposal of mulba/ rubbish to the nearest municipal dumping ground, all complete as per direction of Engineer-in-Charge. For door/ window/ clerestory window 202 Providing and fixing 16 mm M.S. Fan clamps of standard shape and size existing R.C.C. slab, including cutting chase, anchoring clamp to reinforcement bar, including cleaning, refilling, making good the chase with matching concrete, plastering and painting the exposed portion of the clamps complete. 203 Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer-in-charge. The elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding. 204 Dismantling aluminium/ Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable material and stacking of serviceable material with in 50 meters lead as directed by Engineer- in-charge. 205 Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in Lab partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in-charge and finished smooth. Granite Stone of approved shade 206 Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. 2.6.1 All kinds of soil 207 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 208 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 20 mm nominal size derived from natural sources) 209 Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration 210 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).bands 211 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). slab 212 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).beams 213 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) 214 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 215 Brick work with common burnt clay (non modular) bricks of class designation 150 in superstructure above plinth level up to floor V level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) 216 Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. 217 Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 40x40x5 mm, joints mitred and welded by angle iron 40x40x5 mm or 40x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge. chaukhats and windows. 218 Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 40x40x5 mm, joints mitred and welded by angle iron 40x40x5 mm or 40x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-chargeProviding and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to steel windows by welding railing. 219 Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes (weight not less than 10 kg per sqm) fixing with 1SI marked M.S. pressed butt hinges bright finished of required size with necessary screws.Second class teak wood 30 mm thick 220 Providing wood work in frames of doors,windows,clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately).Sal wood 221 Providing and fixing wire gauge shutters using galvanized M.S. wire gauge of average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws : 30 mm thick shutters Kiln seasoned selected class of sheesham wood (Window Shutter) 222 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part 1) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters.35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws (b) Extra for cutting rebate in flush door shutters (Total area of the shutter to be measured). 223 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete 224 Fixing of steel or wooden chaukhatsin position.(a) Door chaukhats 225 Fixing of steel or wooden chaukhatsin position.(b) Window chaukhats 226 12 mm cement plaster of mix 1:6 (1 cement: 6 coarse sand) 227 12mm thick plaster in 1:3 on ceiling and soffits of stairs upto floor two level. Making drip course deep in plaster of the walls or in ceiling vertically or horizontally as required. 228 Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. 229 Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead 230 Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete Size of Tile 600x600 mm 231 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete. 232 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. 233 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturers specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work 234 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture 235 Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour with putty base 236 Providing and applying plaster of paris putty of 2 mm thickness overplastered surface to prepare the surface even and smooth complete. 237 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with :4.0 mm thick glass panes 238 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing of edges to give high gloss finish etc. complete at all levels 239 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates efc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainlesssteel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). 240 Centering and shuttering including strutting, propping etc. and removal of form work for :Suspended floors, roofs, landings, balconies and access platform 241 Centering and shuttering including strutting, propping etc. and removal of form work for :Lintels, beams, plinth beams, girders, bressumers and cantilevers 242 Centering and shuttering including strutting, propping etc. and removal of form work for :Foundations, footings, bases of columns, etc. for mass concrete 243 Centering and shuttering including strutting, propping etc. and removal of form work for :Columns, Pillars, Piers, Abutments, Posts and Struts 244 Electrification 245 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cablein surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.Group C 246 Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.Power plug wiring in PVC conduit (4x4 sq.mm.) 247 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire 248 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire 249 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.2 X 4 sq. mm + 1 X 4 sq. mm earth wire 250 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.5/6 A switch 251 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.15/16 A switch 252 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.3 pin 5/6 A socket outlet 253 Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. 254 Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required. 255 Supplying and fixing following way, horizontal type three pole and neutral (TPN), sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator)4 way (4 + 12), Double door 256 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.Single pole 257 Supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc as required. 75mm X 75 mm X 60mm Deep 258 Supplying and fixing following size/modules, GI box along with modular base & cover plate for modular switches in recess etc as required.1 or 2 Module (75mm X 75 mm) 259 Extra for fixing the louvers / shutters complete with frame fro exhaust fans of all sizes. 260 Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. 261 Supplying and fixing of following rating 240/415 V, 10 Kg. c curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connection, testing and commissing etc. required. 63 Amp Four Pole 262 Supply & laying of aluminium conducter, PVC insulated amoured, served, sheeted cable 1100 volts grade at a depth of 750mm below ground level over a cushion of 75mm thick sand alround and protected with burnt bricks on sides and top on surface, the cable run shall be fixed on M.S. clamp etc. of suitable size as per direction of Engineer-in-charge. complete in all respect the armouring of the cable shall be properly connected with the earth conductor by clamp etc. 70.0 sq Mm*3.50 core. 263 Supply and Fixing of 36 Watt to 46 Watt above 3300 leumin indoor Recess mounting LED Square Fitting for Armstrong Ceiling having Powder coated die cast aluminium housing withextended heat sink and diffuser of Special Polycarbonate meterial and driver set complete in all respect. Cat AAA 264 Supply and fixing of 20 Watt LED Metal body batten fitting suitable for both surface & suspended with 3 year warrantee , complete in all respect . 100 lm/W , PF>0.95 , THD<10%, at full load , CRI>80 with 3 year warranty. 265 Supply and burring of Safe Earthing Electrode T-19 ( Hot Dip Galvanised) , Length up to 3000 mm , Outer GI pipe of 16 SWG and inner with crystalline conductive misture (CCM) having anti corrosive & conductive property with 50 kgs activated soil (BFC) capable of reducing the soil resistivty with good mixture of retaining capacity and one earthing lead of 25mm x 3 mm G.I. strip, upto switch board (from apron to switch board, the cost of G.I. strip will be extra) along with 30 cm square C.I. frame with hinged cover & masonry housing. Make: As approved in U.P. P.W.D. & C.P.R.I. Certified. 266 S/F of 9 watt LED Bulb ISI complete. 267 Supply of Exhaust fac (Not fresh air fan) 300 mm sweep, double ball bearing complete in all respect. Usha/Crompton / Khaitan / Bajaj / Havells make. (Estimating Purpose Only) 268 Supply & erection of ceilling fan 1200mm Sweep, 230/250 Volts, 50 Hz ceilling fan with standard down rod, blades including connection etc. complete as required-. 269 ALUMINIUM 270 ALUMINIUM PARTITION 3.145 X 4.175 M (ANALYSIS) 271 ALUMINIUM PARTITION 3.145 X 4.175 M (ANALYSIS) 272 GLASS DOOR 273 Congigencies 274 Renovation of Labs 275 Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead 276 Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete 277 Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. For thickness of tiles 10 mm to 25 mm 278 Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead area 3 sq. metres and below 279 PCCProviding and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) 280 Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge. Providing & fixing of hold fast for chaukhats of doors and windows.HOLD FAST 281 Providing or and of fixing anodised aluminium grill (anodised transparent dyed to required shade according to 1S: 1868with minimum anodic coating grill to grade AC 15) of approved design/pattern, withapproved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-charge. (Only weight of grill to be measured for payment). 282 Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. 10.5.1 Using M.S. angels 40x40x6 mm for diagonal braces 283 Providing and fixing factory made uPVC glazed/wire mesh windows/ doors comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced with galvanized mild steel section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and Inline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8 mm dia with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367 : Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all comers, including drilling of holes for fixing hardware and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of approved size and quality, all complete as per approved drawing conforming to CPWD specification & direction of Engineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge. Wire mesh / Glazing of plain/ toughened/ laminated/ double glass unit with / without high performance coatings as per design requirementsand conforming to 1S: 3548 & IS: 16231 shall be paid separately. Three track three panels sliding window with two glazed & one wire mesh panels with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body. 284 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes 285 Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 40x40x5 mm, joints mitred and welded by angle iron 40x40x5 mm or 40x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge. 286 Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete (Copper oxidised as per IS 1378) (300x16mm) 287 Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete (Copper oxidised as per IS 1378) (250x10mm) 288 Providing and fixing ISI marked oxidised M.S. handles conforming to 1S:4992 with necessary screws etc. complete (Copper oxidised as per IS 1378) 125mm) 289 6 mm cement plaster of mix 1:3 (1 cement : 3 fine sand) 290 15 mm cement plaster on rough side of single or half brick wall of mix : 1:6 (1 cement: 6 coarse sand) 291 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. 292 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 293 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :25 mm thick DSR 11.26.1 294 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an evenshade Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture 295 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water thinnable priming coat with cement primer 296 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. D.S.R. 13.80 297 Providing and fixing GI Clip in Metal Ceiling System of 600x600 mm module which includes providing and fixing ‘C’ wall angle of size 20x30x20 mm made of 0.5 mm thick pre painted steel along the perimeter of the room with help of nylon sleeves and wooden screws at 300 mm center to centre, suspending the main C carrier of size 10x38x10 mm made of G.I steel 0.7 mm thick from the soffit with help of soffit cleat 37x27x25x1.6 mm, rawl plugs of size 38x12 mm and C carrier suspension clip and main carrier bracket at 1000 mm c/c. Inverted triangle shaped Spring Tee having height of 24 mm and width of 34 mm made of GI steel 0.45 mm thick is then fixed to the main C carrier and in direction perpendicular to it at 600 mm centers with help of suspension brackets. Wherever the main C carrier and spring T have to join, C carrier and spring T connectors have to be used. All sections to be galvanized @ 120 gms/sqm (both side inclusive), fixing with clip in tiles into spring ‘T’ with : D.S.R. 12.54.2 298 Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.In cement mortar 299 Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. 300 Demolishing mud phaska in terracing and disposal of material within 50 metres lead. 301 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). 302 Thermo-Mechanically Treated bars work such as in reinforced concreted or reinforced brick work (when not included in overall rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage. 303 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in super structure above plinth level up to floor v level in all shapes and size in:1:4 (1 cement : 4 sand) 304 Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform 305 Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer-in-charge. The elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding. 306 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cablein surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.Group C 307 Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.Power plug wiring in PVC conduit (4x4 sq.mm.) 308 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire 309 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire 310 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.2 X 4 sq. mm + 1 X 4 sq. mm earth wire 311 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.5/6 A switch 312 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.15/16 A switch 313 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.3 pin 5/6 A socket outlet 314 Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. 315 Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required. 316 Supply and fixing of 16 gauge MS durm with louvers duly painted including making hole in the wall for exhaust fan and finishing property complete in all respects. 317 Supply and Fixing of 36 Watt to 46 Watt above 3300 leumin indoor Recess mounting LED Square Fitting for Armstrong Ceiling having Powder coated die cast aluminium housing withextended heat sink and diffuser of Special Polycarbonate meterial and driver set complete in all respect. Cat AAA 318 Supply and fixing of 20 Watt LED Metal body batten fitting suitable for both surface & suspended with 3 year warrantee , complete in all respect . 100 lm/W , PF>0.95 , THD<10%, at full load , CRI>80 with 3 year warranty. 319 Supply and burring of Safe Earthing Electrode T-19 ( Hot Dip Galvanised) , Length up to 3000 mm , Outer GI pipe of 16 SWG and inner with crystalline conductive misture (CCM) having anti corrosive & conductive property with 50 kgs activated soil (BFC) capable of reducing the soil resistivty with good mixture of retaining capacity and one earthing lead of 25mm x 3 mm G.I. strip, upto switch board (from apron to switch board, the cost of G.I. strip will be extra) along with 30 cm square C.I. frame with hinged cover & masonry housing. Make: As approved in U.P. P.W.D. & C.P.R.I. Certified. 320 S/F of 12 watt LED Bulb ISI complete. 321 Supply & fixing wall mounted industrial fan 450 mm sweep, double ball bearing complete in all respect. Usha/Crompton / Khaitan / Bajaj / Havells make. 322 Supply of Exhaust fac (Not fresh air fan) 300 mm sweep, double ball bearing complete in all respect. Usha/Crompton / Khaitan / Bajaj / Havells make. (Estimating Purpose Only) 323 Providing and fixing wash basin with C.I. brackets, 15 mm PTMT pillar cock, 32 mm PTMT waste coupling of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required. White Vitreous China Flatback wash basin size 550x400 mm with single 15 mm PTMT pillar cock. 324 Providing and fixing white vitreous china laboratory sink with C.I. brackets, C.P. brass chain with rubber plug, 40 mm C.P brass waste and 40 mm C.P. brass trap with necessary C.P. brass unions complete, including painting of fittings and brackets, cutting and making good the wall wherever required : Size 600x450x200 mm 325 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Semi rigid pipe 32 mm dia 326 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Semi rigid pipe 40 mm dia 327 Providing and fixing 600x450mm bevelled edge mirror of superior glass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 328 Providing and fixing PTMT Bottle Trap for Wash basin and sink Bottle trap 38 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 263 gms 329 Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. 330 Providing and fixing unplasticised PVC connection pipe with brass unions 45 cm length 15 mm nominal bore 331 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 a) 15 mm nominal bore 332 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. a) 15 mm nominal bore 333 Providing and fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS:8931 a) 15 mm nominal bore 334 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931: 15mm nominal bore 335 Providing and laying cement concrete 1:5:10(1 cement : 5 coarse sand : 10 graded stone aggregate 20mm nominal size) around P.V.C Soil and waste pipe including bed concrete as per standard design(embedded in the flooring / ground) 100 /90 mm dia 336 Providing and fixing on wall face unplasticised-Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for thermal expansion. 110 mm 337 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testiang of joints complete as per direction of Engineer in Charge. Concealed work including cutting chases and making good the walls etc.20mm dia nominal outer dia pipes 338 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testiang of joints complete as per direction of Engineer in Charge. Concealed work including cutting chases and making good the walls etc.25mm dia nominal outer dia pipes 339 Providing and fixing GI pipes complete with GI fittings and clamps, including cutting and making good walls etc. Internal work-Exposed on wall25mm dia nominal bore 340 Providing and fixing GI pipes complete with GI fittings and clamps, including cutting and making good walls etc. Internal work-Exposed on wall40mm dia nominal bore 341 Providing and fixing GI Union in GI pipes including cutting and threading the pipe and making long screws etc. complete (new work).25mm dia nominal bore 342 Providing and fixing GI Union in GI pipes including cutting and threading the pipe and making long screws etc. complete (new work).40mm dia nominal bore 343 Providing and fixing gun metal gate valve with wheel of approved quality.25mm dia nominal bore 344 Providing and fixing gun metal gate valve with wheel of approved quality.40mm dia nominal bore 345 Repair work of Hydraulic Lab 346 Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead 347 Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete 348 Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. For thickness of tiles 10 mm to 25 mm 349 Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead area 3 sq. metres and below 350 PCCProviding and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) 351 Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge. Providing & fixing of hold fast for chaukhats of doors and windows. 352 Providing or and of fixing anodised aluminium grill (anodised transparent dyed to required shade according to 1S: 1868with minimum anodic coating grill to grade AC 15) of approved design/pattern, withapproved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-charge. (Only weight of grill to be measured for payment). 353 Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. 10.5.1 Using M.S. angels 40x40x6 mm for diagonal braces 354 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete 355 Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) (Z-Section) 356 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes 357 Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 40x40x5 mm, joints mitred and welded by angle iron 40x40x5 mm or 40x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge. 358 Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete (Copper oxidised as per IS 1378) (300x16mm) 359 Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete (Copper oxidised as per IS 1378) (250x10mm) 360 Providing and fixing ISI marked oxidised M.S. handles conforming to 1S:4992 with necessary screws etc. complete (Copper oxidised as per IS 1378) 125mm) 361 6 mm cement plaster of mix 1:3 (1 cement : 3 fine sand) 362 15 mm cement plaster on rough side of single or half brick wall of mix : 1:6 (1 cement: 6 coarse sand) 363 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. 364 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 365 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :25 mm thick DSR 11.26.1 366 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an evenshade Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture 367 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water thinnable priming coat with cement primer 368 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. D.S.R. 13.80 369 Providing and fixing GI Clip in Metal Ceiling System of 600x600 mm module which includes providing and fixing ‘C’ wall angle of size 20x30x20 mm made of 0.5 mm thick pre painted steel along the perimeter of the room with help of nylon sleeves and wooden screws at 300 mm center to centre, suspending the main C carrier of size 10x38x10 mm made of G.I steel 0.7 mm thick from the soffit with help of soffit cleat 37x27x25x1.6 mm, rawl plugs of size 38x12 mm and C carrier suspension clip and main carrier bracket at 1000 mm c/c. Inverted triangle shaped Spring Tee having height of 24 mm and width of 34 mm made of GI steel 0.45 mm thick is then fixed to the main C carrier and in direction perpendicular to it at 600 mm centers with help of suspension brackets. Wherever the main C carrier and spring T have to join, C carrier and spring T connectors have to be used. All sections to be galvanized @ 120 gms/sqm (both side inclusive), fixing with clip in tiles into spring ‘T’ with : D.S.R. 12.54.2 370 Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.In cement mortar 371 Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. 372 Demolishing mud phaska in terracing and disposal of material within 50 metres lead. 373 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). 374 Thermo-Mechanically Treated bars work such as in reinforced concreted or reinforced brick work (when not included in overall rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage. 375 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in super structure above plinth level up to floor v level in all shapes and size in:1:4 (1 cement : 4 sand) 376 Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform 377 Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer-in-charge. The elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding. 378 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cablein surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.Group C 379 Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.Power plug wiring in PVC conduit (4x4 sq.mm.) 380 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire 381 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire 382 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.2 X 4 sq. mm + 1 X 4 sq. mm earth wire 383 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.5/6 A switch 384 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.15/16 A switch 385 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.3 pin 5/6 A socket outlet 386 Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. 387 Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required. 388 Supply and fixing of 16 gauge MS durm with louvers duly painted including making hole in the wall for exhaust fan and finishing property complete in all respects. 389 Supply and Fixing of 36 Watt to 46 Watt above 3300 leumin indoor Recess mounting LED Square Fitting for Armstrong Ceiling having Powder coated die cast aluminium housing withextended heat sink and diffuser of Special Polycarbonate meterial and driver set complete in all respect. Cat AAA 390 Supply and fixing of 20 Watt LED Metal body batten fitting suitable for both surface & suspended with 3 year warrantee , complete in all respect . 100 lm/W , PF>0.95 , THD<10%, at full load , CRI>80 with 3 year warranty. 391 Supply and burring of Safe Earthing Electrode T-19 ( Hot Dip Galvanised) , Length up to 3000 mm , Outer GI pipe of 16 SWG and inner with crystalline conductive misture (CCM) having anti corrosive & conductive property with 50 kgs activated soil (BFC) capable of reducing the soil resistivty with good mixture of retaining capacity and one earthing lead of 25mm x 3 mm G.I. strip, upto switch board (from apron to switch board, the cost of G.I. strip will be extra) along with 30 cm square C.I. frame with hinged cover & masonry housing. Make: As approved in U.P. P.W.D. & C.P.R.I. Certified. 392 S/F of 12 watt LED Bulb ISI complete. 393 Supply & fixing wall mounted industrial fan 450 mm sweep, double ball bearing complete in all respect. Usha/Crompton / Khaitan / Bajaj / Havells make. 394 Supply of Exhaust fan (Not fresh air fan) 300 mm sweep, double ball bearing complete in all respect. Usha/Crompton / Khaitan / Bajaj / Havells make. 395 Providing and fixing wash basin with C.I. brackets, 15 mm PTMT pillar cock, 32 mm PTMT waste coupling of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required. White Vitreous China Flatback wash basin size 550x400 mm with single 15 mm PTMT pillar cock. 396 Providing and fixing white vitreous china laboratory sink with C.I. brackets, C.P. brass chain with rubber plug, 40 mm C.P brass waste and 40 mm C.P. brass trap with necessary C.P. brass unions complete, including painting of fittings and brackets, cutting and making good the wall wherever required : Size 600x450x200 mm 397 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Semi rigid pipe 32 mm dia 398 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Semi rigid pipe 40 mm dia 399 Providing and fixing 600x450mm bevelled edge mirror of superior glass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 400 Providing and fixing PTMT Bottle Trap for Wash basin and sink Bottle trap 38 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 263 gms 401 Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. 402 Providing and fixing unplasticised PVC connection pipe with brass unions 45 cm length 15 mm nominal bore 403 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 a) 15 mm nominal bore 404 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. a) 15 mm nominal bore 405 Providing and fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS:8931 a) 15 mm nominal bore 406 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931: 15mm nominal bore 407 Providing and laying cement concrete 1:5:10(1 cement : 5 coarse sand : 10 graded stone aggregate 20mm nominal size) around P.V.C Soil and waste pipe including bed concrete as per standard design(embedded in the flooring / ground) 100 /90 mm dia 408 Providing and fixing on wall face unplasticised-Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for thermal expansion. 110 mm 409 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testiang of joints complete as per direction of Engineer in Charge. Concealed work including cutting chases and making good the walls etc.20mm dia nominal outer dia pipes 410 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testiang of joints complete as per direction of Engineer in Charge. Concealed work including cutting chases and making good the walls etc.25mm dia nominal outer dia pipes 411 Providing and fixing GI pipes complete with GI fittings and clamps, including cutting and making good walls etc. Internal work-Exposed on wall25mm dia nominal bore 412 Providing and fixing GI pipes complete with GI fittings and clamps, including cutting and making good walls etc. Internal work-Exposed on wall40mm dia nominal bore 413 Providing and fixing GI Union in GI pipes including cutting and threading the pipe and making long screws etc. complete (new work).25mm dia nominal bore 414 Providing and fixing GI Union in GI pipes including cutting and threading the pipe and making long screws etc. complete (new work).40mm dia nominal bore 415 Providing and fixing gun metal gate valve with wheel of approved quality.25mm dia nominal bore 416 Providing and fixing gun metal gate valve with wheel of approved quality.40mm dia nominal bore 417 CONTINGENCIES. 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Uttar Pradesh View Result →
21.
Housing Urban and Rular Development #9786076 Price Bid
Tender For Mow/Deposit Work Under Jail-3 Sub Dn, Pwd Bhopal-1 1.2 Transportation by manual labour including loading, unloading and stacking for lead up to 50 metre. 1.2.1 Lime, moorum, building rubbish 1.2.2 Earth 1.2.3 Manure or sludge 1.2.4 Excavated rock 1.2.5 Sand, stone aggregate below 40mm nominal size 1.2.6 Stone aggregate 40mm nominal size and above 1.2.7 Stone soling 1.2.8 Bricks 1.2.9 S.W. Pipes 1.2.9.1 100 mm dia 1.2.9.2 150 mm dia 1.2.9.3 200 mm dia 1.2.9.4 250 mm dia 1.2.9.5 300 mm dia 1.2.9.6 350 mm dia 1.2.9.7 400 mm dia 1.2.9.8 450 mm dia 1.2.9.9 500 mm dia 1.2.9.10 600 mm dia 1.2.10 R.C.C. pipes, Steel cylinder, R.C. pipes, C.I. pipes, and reinforced cement pipes 1.2.10.1 100 mm dia 1.2.10.2 125 mm dia 1.2.10.3 150 mm dia 1.2.10.4 200 mm dia 1.2.10.5 250 mm dia 1.2.10.6 300 mm dia 1.2.10.7 350 mm dia 1.2.10.8 400 mm dia 1.2.10.9 450 and 500 mm dia 1.2.10.10 600, 700, 750 and 800 mm dia 2 1.3 Add extra for every additional lead of 50 metre or part thereof. 1.3.1 Lime, moorum, building rubbish 1.3.2 Earth 1.3.3 Manure or sludge 1.3.4 Excavated rock 1.3.5 Sand, stone aggregate below 40mm nominal size 1.3.6 Stone aggregate 40mm nominal size and above 1.3.7 Stone soling 1.3.8 Bricks 1.3.9 S.W. Pipes 1.3.9.1 100 mm dia 1.3.9.2 150 mm dia 1.3.9.3 200 mm dia 1.3.9.4 250 mm dia 1.3.9.5 300 mm dia 1.3.9.6 350 mm dia 1.3.9.7 400 mm dia 1.3.9.8 450 mm dia 1.3.9.9 500 mm dia 1.3.9.10 600 mm dia 1.3.10 R.C.C. pipes, Steel cylinder, R.C. pipes, C.I. pipes, and unreinforced cement pipes 1.3.10.1 100 mm dia 1.3.10.2 125 mm dia 1.3.10.3 150 mm dia 1.3.10.4 200 mm dia 1.3.10.5 250 mm dia 1.3.10.6 300 mm dia 1.3.10.7 350 mm dia 1.3.10.8 400 mm dia 1.3.10.9 450 and 500 mm dia 1.3.10.10 600, 700, 750 and 800 mm dia 3 2.1 Surface dressing of the ground including removing vegetation and in- equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. in all kinds of soil. 2 2.2 Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. 5 2.3 Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. 6 2.4 Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches removing the roots and stacking of serviceable material and disposal of unserviceable material. 2.4.1 beyond 30 cm girth up to and including 60 cm girth 2.4.2 beyond 60 cm girth up to and including 120 cm girth 2.4.3 beyond 120 cm girth up to and including 240 cm girth 2.4.4 above 240 cm girth 7 2.5 Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m lead and lift up to 1.5 m, disposed soil to be levelled and neatly dressed, All kinds of soil 8 2.6 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed. (No extra lift is payable if work is done by mechanical means) All kinds of soil 9 2.7 Earth work in excavation/ by mechanical means (Hydraulic Excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed. 2.7.1 Ordinary rock 2.7.2 Hard rock (requiring blasting) 2.7.3 Hard rock (blasting prohibited) 10 2.8 Earth work in excavation by mechanical means (Hydraulic Excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. (No extra lift is payable if work is done by mechanical means)Note:-Excavation of hard rock shall be the property of the contractor subject to recovery. excavated material has to shift from site within 15 days after instruction issued by Engineer-InCharge otherwise after this penalty will imposed on contractor at the rate of Rs 50 per cum per day 2.8.1 Ordinary rock 2.8.2 Hard rock (requiring blasting) 2.8.3 Hard rock (blasting prohibited) 11 2.9 Excavating trenches of required width for pipes, cables, etc. including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m including getting out layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : (No extra lift is payable if work is done by mechanical means) in all kinds of soil 2.9.1 Pipes, cables etc., not exceeding 80 mm dia. 2.9.2 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia. 2.9.3 Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm. 12 2.10 Extra for excavating trenches for pipes, cables etc. in all kinds of soil for depth exceeding 1.5 m, but not exceeding 3 m. (Rate is over corresponding basic item for depth up to 1.5 metre). 13 2.11 Extra for excavating trenches for pipes, cables, etc., in all kinds of soil for depth exceeding 3 m in depth, but not exceeding 4.5 m. (Rate is over corresponding basic item for depth up to 1.5 metre.) 14 2.12 Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, depth up to 1.5 m including including consolidating each deposited layers by ramming, watering etc. stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50m : 2.12.1 Ordinary rock : 2.12.1.1 Pipes, cables etc. not exceeding 80 mm dia. 2.12.1.2 Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia. 2.12.1.3 Pipes, cables exceeding 300 mm dia but not exceeding 600mm dia 2.12.2 Hard rock (requiring blasting) 2.12.2.1 Pipes, cables etc. not exceeding 80 mm dia. 2.12.2.2 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia. 2.12.2.3 Pipes, cables etc. exceeding 300 mm dia but not exceeding 600mm dia 2.12.3 Hard rock (blasting prohibited) 2.12.3.1 Pipes, cables etc. not exceeding 80 mm dia. 2.12.3.2 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia. 2.12.3.3 Pipes, cables etc. exceeding 300 mm dia but not exceeding 600mm dia. 15 2.13 Extra for excavating trenches for pipes, cables, etc. in ordinary/hard rock exceeding 1.5 m in depth but not exceeding 3 m. (Rate is over corresponding basic item for depth up to 1.5 metre.) 16 2.14 Extra for excavating trenches for pipes, cables, etc. in ordinary/hard rock exceeding 3m in depth but not exceeding 4.5 m. (Rate is over corresponding basic item for depth up to 1.5 metre.) 17 2.15 Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered). 2.15.1 Depth not exceeding 1.5 m. 2.15.2 Depth exceeding 1.5 m but not exceeding 3 m. 2.15.3 Depth exceeding 3 m but not exceeding 4.5 m. 18 2.16 Close timbering in case of shafts, wells, cesspits, manholes and the like including strutting, shoring and packing cavities (wherever required) etc. complete. (Measurements to be taken of the face area timbered). 2.16.1 Depth not exceeding 1.5 m. 2.16.2 Depth exceeding 1.5 m but not exceeding 3 m. 2.16.3 Depth exceeding 3 m but not exceeding 4.5 m. 19 2.17 Close timbering over areas including strutting, shoring and packing, cavities (wherever required) etc. complete. (Measurements to be taken of the face area timbered) : 2.17.1 Depth not exceeding 1.5 m. 2.17.2 Depth exceeding 1.5 m but not exceeding 3 m. 2.17.3 Depth exceeding 3 m but not exceeding 4.5 m. 20 2.18 Extra for planking, strutting and packing materials for cavities (in close timbering) if required to be leftpermanently in position. (Face area of timber permanently left to be measured). 21 2.23 Extra rates for quantities of works, executed: 2.23.1 In or under water and/or liquid mud, including pumping out water as required. 2.23.2 In or under foul position, including pumping out water as required. Note: - The extra percentage rate is applicable in respect of each item but limited to quantity executed in difficult conditions. The depth shall be reckoned correct to 0.1 metre. 0.05 metre or more shall be taken as 0.1 metre and less than 0.05 metre ignored. 22 2.24 Filling available excavated earth (excluding hard rock/Ordinary rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 23 2.25 Extra for every additional lift of 1.5 m or part thereof in excavation. (No extra lift is payable if work is done by mechanical means) 2.25.1 All kinds of soil. 2.25.2 Ordinary or hard rock. 24 2.26 Supplying and filling in plinth with crusher stone dust / coarse sand under floors including, watering, ramming and compacting in layers not exceeding 20cm in depth and dressing complete Note: - Maximum thickness of this layer shall be 20 cm. 25 2.27 Supplying and filling in plinth under floors including watering ramming consolidating in layers not exceeding 20cm in depth and dressing complete. 2.27.1 With hard muram having CBR >12 % at under floors including watering, ramming and compacting (minimum compaction 95% of MDD) in layers not exceeding 20cm in thickness and dressing complete. (Note:- maximum thickness of this layer to be provided shall be 30cm) 2.27.2 Supplying and filing in plinth with soil (other then BC soil ) having MDD not less than 1.85 t/m3 under floors including watering, ramming and compacting (minimum compaction 95% of MDD) in layers not exceeding 15cm depth and dressing complete. 26 2.28 Excavating holes more than 0.10 cum & upto 0.5 cum including getting out the excavated soil, then refiling the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering etc., disposing of surplus excavated soil; as directed within a lead of 50 m and lift upto 1.5m. 2.28.1 All kinds of soil. 2.28.2 Ordinary rock 2.28.3 Hard rock (requiring blasting) 2.28.4 Hard rock (blasting prohibited) 27 2.29 Supplying chemical emulsion in sealed containers including delivery as specified. (Chlorpyriphos/ Lindane emulsifiable concentrate of 20%) 28 2.30 Diluting and injecting chemical emulsion for POST- CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : 2.30.1 Along external wall where the apron is not provided using chemical emulsion @ 7.5 liters / sqm of the vertical surface of the substructure to a depth of 300 mm including excavation channel along the wall and rodding etc. complete, with Chlorpyriphos/ Lindane E.C. 20% with 1% concentration. 2.30.2 Along the external wall below concrete or masonry apron using chemical emulsion @ 2.25 litres per linear metre including drilling and plugging holes etc. With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration. 2.30.3 Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diametre holes and plugging with cement mortar 1 :2 (1 cement : 2 sand) to match the existing floor, With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration. 2.30.4 Treatment of existing masonry using chemical emulsion @ one litre per hole at 300 mm interval including drilling 10mm dia and 200mm deep holes at 45 degree and plugging them with cement mortar 1:2 (1 cement : 2 sand) to the full depth of the hole, with Chlorpyriphos/ Lindane E.C. 20% with 1% concentration. 2.30.5 Treatment at points of contact of wood work by chemical emulsion Chlorpyriphos/ Lindane (in oil or kerosene based solution) @ 0.5 litres per hole by drilling 6 mm dia holes at downward angle of 45 degree at 150 mm centre to centre and sealing the same. 29 2.31 Deduct for disposed soil not levelled and neatly dressed. 30 2.32 Preconstruction antitermite treatment to the building under construction by providing.Stage 1: Treatment should not be carried out when it is raining or when soil is wet with rain or subsoil water. This also applies to fill up soil within the plinth area before laying the subgrade for flooring. 31 2.33 Making bore holes for providing dowel bars at designed depth in rock foundation by drilling 40 mm dia bore hole in rock including necessary bending hooking, in position and grouting with cement slurry etc. complete as per drawing and specification. (Steel to be paid separately). 32 2.34 Excavation in soil using hydraulic excavator and including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- section, and transporting to the appropriate ground contour, location and levelling and dressing earth neatly with all lifts and lead upto 1000 metre. 33 2.35 Earth work in rough excavation by any means and bankingfilling excavated earth in layers not exceeding 20cm in depth, breaking clods, watering rolling each layer with 1/2 tonne in embankments for roads, flood banks, marginal bank and guide bank of filling up ground depression within campus, lead upto 50m and all lift. All kinds of soil. 34 2.36 Bankingfilling excavated earth in layers not exceeding 20cm in depth, breaking clods, watering rolling each layer with 1/2 tonne roller or wooden or steel rammers etc. and rolling every 3rd and top-must layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal bank and guide bank etc. lead upto 50m and lift upto 1.5m. All kinds of soil. 35 2.37 Deduct for not rolling with power roller of minimum 8 tonnes for bankingfilling excavated earth in layers not exceeding 20cm in depth. 36 2.38 Deduct for not watering with the excavated earth for bankingfilling 37 2.39 Providing and laying of permanent piping technology anti-termite treatment before flooring work by installing LLDP (Low linear density polyethylene) tube of 8 mm O.D. & 6.4 mm I.D.with inbuilt pressure compensation chip at every 30 cm interval in the tube,. The contractor shall submit approved line plan for piping system and junction boxes dully approved by Engineer-in- charge with bond of 5 year warranty. 2.39.1 Permanent piping system with Junction boxes 2.39.2 Anti-termite chemical injected area 38 2.40 Ploughing the existing ground to a depth of 15 cm to 25 cm and watering the same. (All kinds of soil) 39 3.1 Cement mortar 1:1 (1 cement: 1 sand) 40 3.2 Cement mortar 1:2 (1 cement: 2 sand). 41 3.3 Cement mortar 1:3 (1 cement: 3 sand). 42 3.4 Cement mortar 1:4 (1 cement: 4 sand). 43 3.5 Cement mortar 1:5 (1 cement: 5 sand). 44 3.6 Cement mortar 1:6 (1 cement: 6 sand). 45 3.7 Cement mortar 1:2 (1 cement: 2 stone dust). 46 3.8 Cement mortar 1:2 (1 cement: 2 marble dust). 47 3.9 White cement mortar 1:2 (1 white cement: 2 marble dust). 48 3.10 Cement mortar 1:5 (1 cement: 5 marble dust). 49 3.11 White cement mortar 1:3 (1 white cement: 3 marble dust). 50 3.12 White cement mortar 1:5 (1 white cement: 5 marble dust). 51 3.13 Mortar in lime , surkhi (50% red and 50% light yellow) and marble dust 1:1.5:0.5 52 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level : 4.1.1 With 20mm nominal size graded stone aggregate. 4.1.1.1 M-25 – Grade concrete 4.1.1.2 M-20 – Grade concrete 4.1.1.3 M-15 – Grade concrete 4.1.1.4 M-10Nominal (Mix-1 Cement : 3 sand : 6 graded stone aggregate ) 4.1.2 With 40mm nominal size graded stone aggregate. 4.1.2.1 M-15 - Grade concrete 4.1.2.2 M-10 Nominal (Mix -1 Cement : 3 sand : 6 graded stone aggregate) 4.1.2.3 M-7.5 Nominal Mix -1 Cement : 4 sand : 8 graded stone aggregate 4.1.3 With fly ash. 4.1.3.1 1:2:3½:9 (1 ordinary Portland cement : 2 Fly ash : 3½ sand: 9 graded stone aggregate 40 mm nominal size) 4.1.3.2 1:2½:4:11 (1 ordinary Portland cement : 2½ fly ash : 4 sand : 11 graded stone aggregate 40 mm nominal size) Note: No fly ash is to be added to Portland Pozzolona cement in any case which itself contains fly ash. 53 4.2 Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets etc. upto floor two level, excluding the cost of centering, shuttering and finishing : 4.2.1 With 20mm nominal size graded stone aggregate 4.2.1.1 M-25 – Grade concrete 4.2.1.2 M 20 – Grade concrete 4.2.1.3 M 15 – Grade concrete 4.2.1.4 M-10 Nominal Mix -1 Cement : 3 sand : 6 graded stone aggregate 4.2.2 With 40mm nominal size graded stone aggregate 4.2.2.1 M-15 - Grade concrete 4.2.2.2 M-10 Nominal Mix -1 Cement : 3 sand : 6 graded stone aggregate 54 4.3 Centering and shuttering including strutting, propping etc. and removal of form work for : 4.3.1 Upto plinth: Foundations, footings, bases for columns, plinth beams, curtain walls, columns below plinth. 4.3.2 above plinth: Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, and string courses fillets etc. 4.3.3 Above plinth: Columns, pillars, posts and struts. 55 4.4 Providing and laying cement concrete in kerbs, steps and the like at or near ground level excluding the cost of centering, shuttering and finishing . 4.4.1 M-15 (With 20mm nominal size graded stone aggregate) 4.4.2 M-10 (With 20mm nominal size graded stone aggregate) Nominal Mix -1 Cement : 3 sand : 6 graded stone aggregate 56 4.5 Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement morta1:3 (1 cement : 3 sand) on exposed surfaces complete.(With 20mm nominal size graded stone aggregate) 57 4.6 Providing and fixing upto floor two level precast cement concrete string or lacing courses, copings, bed plates, anchor blocks, plain window sills, shelves, louvers, steps, stair cases, etc. including cost of required centering, shuttering and finishing smooth with 6mm thick cement plaster 1:3 (1 Cement : 3 sand) on exposed surfaces complete. 4.6.1 M-25 (With 20mm nominal size graded stone aggregate) 4.6.2 M-20 (With 20mm nominal size graded stone aggregate) 4.6.3 M-15 (With 20mm nominal size graded stone aggregate) 4.6.4 M-10 (With 20mm nominal size graded stone aggregate) Nominal Mix -1 Cement: 3 sand: 6 graded stone aggregate. 58 4.7 Providing and fixing upto floor two level precast cement concrete solid block including hoisting and setting in position with 6mm thick cement plaster 1:3 (1 cement : 3 sand) on exposed surfaces complete : 4.7.1 M-15 (With 20mm nominal size graded stone aggregate) 4.7.2 M-10 (M 10) (With 20mm nominal size graded stone aggregate) Nominal Mix -1 Cement : 3 sand : 6 graded stone aggregate 59 4.8 Providing and Fixing upto floor two level pre cast concrete hollow block including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 sand), cost of required centering, shuttering and finishing smooth with 6mm thick cement plaster 1:3 (1 cement : 3 sand) on exposed surfaces complete. 4.8.1 M-15 (With 20mm nominal size graded stone aggregate) 4.8.2 M-10 (With 20mm nominal size graded stone aggregate) Nominal Mix -1 Cement: 3 sand: 6 graded stone aggregate. 60 4.9 Add extra for item no. 4.6, 4.7 and 4.8 above floor two level for every additional floor or part there of 61 4.10 Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement: 2 sand: 4 graded stone aggregate 12.5mm nominal size). 62 4.11 Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size). 63 4.12 Extra for providing and mixing water proofing material as per IS standard in cement concrete work quantity as prescribed by the manufacturer. 64 4.13 Applying a coat of residual petroleum bitumen of penetration 80/100 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. 65 4.14 Extra for concrete work in superstructure above floor two level for each floors or part thereof 66 4.15 Extra for laying concrete in or under water and/or liquid mud including cost of pumping or bailing out water and removing slush etc. complete.Note for item No. 4.15:- The quantity will be calculated by multiplying. The depth of centre of gravity shall be reckoned correct to 0.1m. 0.05m or more shall be taken as 0.1m and less than 0.05m ignored. 67 4.16 Extra for laying concrete in or under foul positions. 68 4.17 Making plinth protection 50mm thick of cement concrete grade M10 over 75mm bed of dry metal ballast 40mm nominal size well rammed and consolidated and filled with sand including finishing the top smooth (with 20mm nominal size graded stone aggregate.) 69 4.18 Extra for addition of synthetic polyester triangular fiber of length 12 mm, effective diameter 10-40 microns and specific gravity of 1.34 to 1.40 in cement concrete/RCC/Flooring/ Water retaining structures by using 125 gms of synthetic polyester triangular fibre for 50 kgs cement used as per directions of Engineer-in- Charge. 70 4.19 Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape including providing M.S. Pipe welded at bottom and embedded 150mm in cement concrete 1:3:6 (1 Cement : 3 sand : 6 graded stone aggregate 20 mm nominal size) including necessary excavation of size 250x250x450mm deep for the same in bitumen/concrete pavement at specified spacing. 71 4.20 Providing and fixing up to floor two level precast cement concrete string or lacing courses, copings, bed plates, anchor blocks, and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), cost of required Centering complete. 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20mm nominal size) 72 4.21 Providing and fixing up to floor two level precast cement concrete solid block, including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering, shuttering complete . 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20mm nominal size) 73 4.22 Providing and fixing up to floor two level precast cement concrete hollow block, including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering, shuttering complete. 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20mm nominal size) 74 4.23 Providing and laying in position ready mixed plain cement concrete, using fly ash and cement content as per approved design curing, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge.Note : (1) Fly ash conforming to grade I of IS 3812 (Part-1) only be used as part replacemen to be ensured in accordance with clauses 5.2 and 5.2.1 of IS: 456 -2000 in the items of BMC and RMC. 4.23.1 All works up to plinth level: 4.23.1.1 M-20 grade plain cement concrete (cement content considered @ 280 kg/cum) 4.23.1.2 M-15 grade plain cement concrete (cement content considered @ 240 kg/cum) 4.23.1.3 M-10 grade plain cement concrete (cement content considered @ 220 kg/cum) 4.23.2 All works above plinth and upto floor two level 4.23.2.1 M-20 grade plain cement concrete (cement content considered @ 280 kg/cum) 4.23.2.2 M-15 grade plain cement concrete (cement content considered @ 240 kg/cum) 4.23.2.3 M-10 grade plain cement concrete (cement content considered @ 220 kg/cum) 75 4.24 Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in- charge. 4.24.1 All works up to plinth level: 4.24.1.1 M-20 grade plain cement concrete (cement content considered @ 280 kg/cum) 4.24.1.2 M-15 grade plain cement concrete (cement content considered @ 240 kg/cum) 4.24.1.3 M-10 grade plain cement concrete (cement content considered @ 220 kg/cum) 4.24.2 All works above plinth and upto floor two level 4.24.2.1 M-20 grade plain cement concrete (cement content considered @ 280 kg/cum) 4.24.2.2 M-15 grade plain cement concrete (cement content considered @ 240 kg/cum) 4.24.2.3 M-10 grade plain cement concrete (cement content considered @ 220 kg/cum) 76 4.25 Plum Cement concrete 1:2:4 with 75% graded metal of maximum size 40 mm and 25% plum of 150mm size. 77 4.26 Providing and laying cement concrete in Sunken floors of WC, Toilet, Wash Area, etc with 1:5:10 (1 cement : 5 coarse sand (zone-3) : 10 graded stone aggregate 40 mm nominal size) excluding the cost of centering and shuttering 78 5.1 Providing and laying in position specified grade of reinforced cement concrete (with 20mm nominal size graded stone aggregate) excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 5.1.1 M-20 Grade Concrete 5.1.2 M-15 Grade Concrete 79 5.2 Reinforced cement concrete work (with 20 mm nominal size graded stone aggregate) in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, posts and struts etc. above plinth level and upto floor two level excluding cost of centering, shuttering, finishing and reinforcement: 5.2.1 M-20 Grade Concrete 80 5.3 Reinforced cement concrete work (with 20 mm nominal size graded stone aggregate) in beams, suspended floors, roofs having slope of any degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral staircases above plinth level and upto floor two level excluding the cost of centering, shuttering, finishing and reinforcement in concrete grade. 5.3.1 M-20 Grade Concrete 81 5.4 Providing and laying upto floor two level reinforced cement concrete (with20 mm nominal size graded stone aggregate) in kerbs, steps and the like excluding the cost of centering, shuttering, finishing and reinforcement with Concrete grade. 5.4.1 M-20 Grade Concrete 82 5.5 Reinforced cement concrete work (with 20 mm nominal size graded stone aggregate) in arches, archribs, domes, vaults, shells, folded plate above plinth level and upto floor two level excluding the cost of centering, shuttering, finishing and reinforcement in Concrete grade. 5.5.1 M-20 Grade Concrete 83 5.6 Reinforced cement concrete work (with 20 mm nominal size graded stone aggregate) in chimneys, shafts, upto floor two level excluding the cost of centring, shuttering, finishing and reinforcement with 5.6.1 M-20 Grade Concrete 88 5.7 Reinforced cement concrete work (with 20 mm nominal size graded stone aggregate) in well-steining excluding the cost of centering, shuttering, finishing and reinforcement with 5.7.1 M-20 Grade Concrete 84 5.8 Reinforced cement concrete work (with 20 mm nominal size graded stone aggregate) in vertical and horizontal fins individually or forming box louvers, facias and eaves boards up to floor two level excluding the cost of centering, shuttering, finishing and reinforcement in M 20 –Grade Concrete 85 5.9 Centering and shuttering in cluding strutting, propping etc. and removal of form for: 5.9.1 Foundations, footings, bases of columns, etc. for concrete upto plinth level 5.9.2 Walls (any thickness) in cluding attached pilasters butter esses, plinth beams and string courses etc. 5.9.2.1 Uptoplinthlevel. 5.9.2.2 Above plinth upto 3.6 m height from plinth level 5.9.2.3 Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc. including cost of de-shuttering and decentering at all levels, over a height of 3.6 m, for every additional height of 1 metre or part thereof. 5.9.3 Suspended floors, roofs, landings, balconies and access platform. 5.9.4 Shelves(Cast in situ) 5.9.5 Lintels, beams, girders, bressumers and cantilevers 5.9.6 Columns, P i l l a r s , Piers, Abutments, Posts and Struts. 5.9.7 Stairs, (excluding landings) except spiral- Staircases. 5.9.8 Spiral staircases (including landing). 5.9.9 Arches, domes,vaults upto 6m span 5.9.10 Extra for arches, domes, vaults exceeding 6 m span 5.9.11 Chimneys and shafts 5.9.12 Coffer/waffle slab of any size or shape as shown in the drawing. 5.9.13 Well steining 5.9.14 Vertical and horizontal fins individually or forming Box louvers band, facias and eaves boards. 5.9.15 Extra for shuttering in circular work or any other geometrical shape (20% of respective centering and shuttering items). 5.9.16 Small lintels not exceeding 1.5m clear span, mouldingas incornices, window, sills, courses, bands, copings, bed plates, anchor blocks and the like. 5.9.17 Cornices and mouldings 5.9.18 Small surfaces such as cantilever ends, brackets and ends of steps, caps and bases to pilasters and columns and the like. 5.9.19 Weather shade, Chajjas, corbels etc., including Edges. 5.9.20 Suspended floors, roofs, landings, balconies and Access platform. With water proof ply 12 mm thick. (item to be executed with prior permission of S.E. in case of B & R works and from Additional Project Director in case of PIU works) 5.9.21 Lintels, beams, columns, girders, bressumers and cantilevers with waterproof ply 12 mm thick (item to be executed with prior permission of S.E. in case of B&R works and from Additional Project Director in case of PIU works) 86 5.10 Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc. including cost of de-shuttering and decentering at all levels, over a height of 3.6 m, for every additional height of 1 metre or part thereof (Plan area to be measured) 5.10.1 Suspended floors, roofs, landing, beams and balconies (Plan area to be measured). 87 5.11 Providing, hoisting and fixing up to floor two level precast reinforced cement concrete in lintels, manhole cover, shelves and like including setting in cement mortar 1:3 (1 cement : 3 sand), cost of required centering, shuttering and finishing with neat cement punning on exposed surfaces but excluding the cost of reinforcement with M 15 –Grade Concrete. 88 5.12 Providing precast cement concrete Jali 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 6mm nominal size) reinforced with 1.6 mm dia mild steel wire including centering and shuttering, roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement: 3 sand) etc. complete excluding plastering of the jambs, sills and soffits. 5.12.1 50 mm thick 5.12.2 40 mm thick 5.12.3 25 mm thick 89 5.13 Encasing rolled steel sections, in beams and columns, with cement concrete M 15 (1 cement: 2 sand: 4 graded stone aggregate 20mm nominal size) including centering and shuttering complete but excluding cost of reinforcement. 80 5.14 Encasing rolled steel section in grillages with cement concrete M 15 (1 cement: 2 sand: 4 graded stone aggregate 20 mm nominal size) including centering and shuttering but excluding cost of expanded metal and hangers. 91 5.15 Extra for providing and fixing expanded metal mesh of size 20x60mm and strands 3.25mm wide 1.6mm thick weighing 3.64 kg per sqm for encasing of rolled steel sections in beams, columns and grillages excluding cost of hangers. 92 5.16 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding including cost of binding wire all wastages and overlaps, couplers (overlaps shall be provided as per requirement of IS 13920 for ductile detaling IS 456 RCC Design & SP 34 Reinforcement detailing ) etc. complete .(Note:-1. Spacer bars (chairs) shall be paid separately as shown in the drawing and as per direction of engineer in charge.2. No extra payment shall be done for overlaps and/or couplers.3.Couplers shall be conforming to IS code on “Reinforcement Couplers for Mechanical Splices of Bars for Concrete Reinforcement - Specification”) 5.16.1 Mild steel and Medium Tensile steel bars. 5.16.2 Hard drawn steel wire 5.16.3 Cold twisted bars (CTD) 5.16.4 Hot rolled deformed bars 5.16.5 Hard drawn steel wire fabric 5.16.6 Thermo-Mechanically Treated bars. (TMT/TMX) FE 500 or more conforming to IS 1786 93 5.17 Add extra for providing reinforcement above Floor two level for every additional floor or part thereof. 94 5.18 Providing and fixing in position copper plate as per design for expansion joints. 95 5.19 Providing and filling in position, blown bitumen in expansion joints. 96 5.20 Providing and filling in position bitumen mix filler of Proportion 80 kg. Of hot bitumen, 1 kg. Of cement and 0.25 cubic metre of sand for expansion joints. 97 5.21 Providing and filling gap in expansion joint between RCC/ Stone/Ceramic tiles/Granite/ Marble by providing silicon sealant over backer rod of approved quality weather sealant as per drawing and direction of engineer in charge up to 25mm width & 12 mm depth. 98 5.22 Providing and fixing in position bitumen impregnated fibre board conforming to IS: 1838 including cost of primer, sealing compound in expansion joints. 5. 22.1 12 mm thick 5. 22.2 25 mm thick 5. 22.3 50 mm thick 99 5.23 Providing and fixing sheet covering over expansion joints with iron screws as per design. 5. 23.1 Non-asbestos fibre cement board 6 mm thick as per IS: 14862. 5. 23.1.1 150mm wide. 5. 23.1.2 200mm wide. 5. 23.1.3 250mm wide. 5. 23.2 Aluminium fluted strips 3.15mm thick. 5. 23.2.1 150 mm wide. 5. 23.2.2 200 mm wide. 5. 23.2.3 250 mm wide. 5. 23.3 Stainless steel Grade 304 plate-1.0 mm thick 5. 23.3.1 150 mm wide. 5. 23.3.2 200 mm wide. 5. 23.3.3 250 mm wide. 100 5.24 Providing for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. 101 5.25 Extra for laying reinforced cement concrete in or under water and/ or liquid mud including cost of pumping or bailing out water and removing slush etc., complete.Note- For Item No. 5.25:-The quantity will be calculated by multiplying the depth measured from the subsoil water level up to the centre of gravity The depth of centre of gravity shall be reckoned correct to 0.1 m. 0.05 m or more shall be taken as 0.1 m and less than 0.05 m ignored. No extra payment shall be made for placing reinforcement or centering & shuttering under sub – soil water condition 102 5.26 Extra for laying reinforced cement concrete in or under foul positions. 103 5.27 Providing and laying in position machine batched, machine mixed cement concrete (BMC) of M-25 grade for reinforced cement concrete work using cement content as per approved mix design concrete without impairing strength and durability as per direction of Engineer-in charge and pumping of concrete to site of laying and finishing but excluding the cost of centering, shuttering, and reinforcement. (Note: - Minimum cement content is 330 kg/cum) and no extra payment for extra cement used as per mix design. 5.27.1 All works upto plinth level. 5.27.2 All works above plinth level and upto floor five level. 5.27.3 Add extra for each floor for all works above floor five level. 104 5.28 Extra for providing richer mixes of BMC design mix as per item no 5.27 upto plinth level and at all floor levels. (No extra payment for using extra cement as per requirement of mix design.) 5. 28.1 Providing M-25 grade concrete instead of M- 20 grade.(Note : minimum cement content is @ 330 kg/cum) 5. 28.2 Providing M-30 grade concrete instead of M- 25 grade.(Note : minimum cement content is @ 340 kg/cum) 5. 28.3 Providing M-35 grade concrete instead of M- 25 grade.(Note: : minimum cement content is @ 350 kg/cum) 5. 28.4 Providing M-40 grade concrete instead of M- 25 grade.(Note: minimum cement content is @ 360 kg/cum) 105 5.29 Providing and placing in position precast reinforced cement concrete waffle units square or rectangular as per design and shape for floors and roofs in M-20 –Grade Concrete (with graded stone aggregate 10mm nominal size. including provision of steel hooks for lifting and form work, handling, hoisting, centering and erection complete for all floor levels but excluding the cost of reinforcement. 106 5.30 Providing and laying in position ready mixed concrete (RMC) of M-25 grade for reinforced cement concrete work, using cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge.Note: Minimum cement content is @ 330 kg/cum. (No extra payment for using extra cement as per requirement of mix design.) 5.30.1 All works upto plinth level. 5.30.2 All works above plinth level and upto floor V level. 5.30.3 Extra for each additional floor for all works above floor five level 107 5.31 Extra for R.C.C. work above floor two level for each floors or part thereof. (except items 5.27 and 5.30) 108 5.32 Supplying and applying pre tested and approved water based concrete curing compound to concrete/ masonry surface, all as per manufacturer’s specification and direction of Engineer-in-charge. 5.32.1 Non pigmented wet curing compound 5.32.2 Pigmented wet curing compound. 109 5.33 Providing and fixing in position factory made precast RCC M-40 doors, windows and ventilator frames having excellent smooth finish, as per IS: 6523 with 6mm dia main reinforcement each polymer block having at least four holes for passing one or adjacent rebates to hold fast grill or steel bar, ventilator frame provided with grooves for louvers at an angel of 45 degree at spacing to block direct vision etc. complete, as per the direction of Engineer-in-charge. The cost of hold fast and cement concrete block of 1:3: 6 (1 Cement: 3 sand: 6 Graded stone aggregate 20mm nominal size) mix is also included in the item. 5. 33.1. Frame 125 mmx 60 mm (double rebate) 5. 33.2. Frame 100mmx 60 mm (Single rebate) 5. 33.3 Frame 85mmx 60 mm (Single rebate) 110 5.34 Smooth finishing of the exposed surface of RCC work with 6mm thick cement mortar 1:3 (1 cement: 3 sand). 111 5.35 Providing and fixing in position pre moulded compressible filler board made from polymer base in black color approved make conforming to the specifications having minimum density of 95 kg / cum, non- staining, with less than 1 percent water absorption and compression recovery of 93 percent minimum including cost of double sided adhesive tape, sealant etc. in expansion joints. 5. 35.1 12 mm thick 5. 35.2 25 mm thick. 5. 35.3 50 mm thick. 112 5.36 Providing and sealing the retaining wall expansion Joints with anodized aluminum extruded section of 135 mm × 3.1 mm confirm to alloy of 6063 T5/T6including fixing of an imported EPDM moisture Barrier conform to (American Society for Testing and Materials) 2240 & ASTM - G53 & 84 fixing with Epoxy adhesive confirm to ASTM C-881 complete in all respect as per manufacturer Drawing and specifications. With 5 year guarantee. 113 5.37 Providing and fixing sheet covering over expansion joints with iron screws as per design. Non- asbestos cement bonded particle board 6 mm thick as IS: 14276 5.37.1 150mm wide 5.37.2 200mm wide 5.37.3 250mm wide 114 5.38 Providing & laying in position Prestressing steel strands (low relaxation) on hollow core bed by using mechanical pulling arrangement like Rabbit/ Bed master including all accessories for Stressing &destressing operations as per approved make conforming to IS1343 & grade FY-1860 etc, complete as per drawings and direction of Engineer -in- charge. 115 5.39 Providing and fixing of expansion joint system related with floor location as per drawings and direction of Engineer-In- Charge. The joints system will be of extruded aluminum base members, self aligning / self centering arrangement and support plates etc. Provision of Moisture Barrier Membrane in the Joint System to have watertight joint is mandatory requirement all as per the manufactures design and as approved by Engineer - inCharge. (Material shall confirm to ASTM 6063). 5. 39.1 Floor Joint of 100 mm gap 5. 39.2 Floor Joint of 150 mm gap 5. 39.3 Floor Joint of 200 mm gap 116 5.40 Providing and fixing of expansion joint system related with wall joint (internal/ external) location as per drawings and direction of Engineer-In- Charge. The joints shall be of extruded aluminum base members, self aligning / centering amongst the components of the Joint System. The Joint System shall utilize light weight aluminum profiles exhibiting minimal exposed aluminum surfaces mechanically snap locking the multicellular to facilitate movement. (Material shall confirm to ASTM 6063). 5. 40.1 Wall Joint of 100 mm gap 5. 40.2 Wall Joint of 150 mm gap 5. 40.3 Wall Joint of 200 mm gap 117 5.41 Providing and fixing of expansion joint system of approved make and manufactures for various roof locations as per approved drawings and direction of Engineer-In- Charge. The joints shall be of extruded aluminum base members with, self aligning and self centeringarragement support plates asper ASTM B221-02. . The Joint System shall resists damage or deterioration from the impact of falling ice, exposure to UV, airborne contaminants and occasional foot traffic from maintenance personnel. Provision of Moisture Barrier Membrane in the Joint System to have water tight joint is mandatory requirement. (Material shall confirm to ASTM 6063.) 5.41.1 Roof Joint for 100 mm gap 5.41.2 Roof Joint for 150 mm gap 5.41.3 Roof Joint for 200 mm gap 118 5.42 Providing and fixing Scaffolding net of required width made of high density Polyethylene UV stabilized knitted on warp knitting machines having density 100gm/sqm and shading coefficient minimum 75% around the construction site/ for vertical extension as per requirement including fastening/tying with building/scaffolding pipes or with any other fixtures etc. complete as per direction of Engineer-in-Charge. (One time payment shall be made for providing Scaffolding net from start of work till completion of work including shifting if any. The Scaffolding net shall be the property of the contractor on completion of the work) 119 6.1 Brick work with well burnt chimney bricks in bulls pattern trench kiln manufactured by ghol process, crushing strength not less than 40kg /cm2 and water absorption not more than 15% in foundation and plinth i/c curing etc. complete. 6.1.1 Cement mortar 1:4 (1 cement : 4 sand) 6.1.2 Cement mortar 1:6 (1 cement : 6 sand) 120 6.2 Brick work with well burnt chimney bricks in bulls patent trench kiln manufactured by ghol process ,crushing strength not less than 40kg /cm2 and water absorption not more than 15% in superstructure above plinth level and up to floor two level i/c curing etc. complete. 6.2.1 Cement mortar 1:4 (1 cement : 4 sand) 6.2.2 Cement mortar 1:6 (1 cement : 6 sand) 121 6.3 Brick work with well burnt chimney bricks in bulls pattern trench kiln, crushing strength not less than 25kg /cm2 and water absorption not more than 20% in foundation and plinth i/c curing etc complete. 6.3.1 Cement mortar 1:4 (1 cement : 4 sand) 6.3.2 Cement Mortar 1:6 (1 cement:6 sand). 122 6.4 Brick work with well burnt chimney bricks in bulls pattern trench kiln, crushing strength not less than 25kg /cm2 and water absorption not more than 20% in superstructure above plinth level and up to floor two level i/c curing etc complete. 6.4.1 Cement mortar 1:4 (1 cement : 4 sand) 6.4.2 Cement Mortar 1:6 (1 cement:6 sand). 123 6.5 Brick work with well brunt open bhatta, bricks, crushing strength not less than 25kg /cm2 and water absorption not more than 20% in foundation and plinth i/c curing etc complete. 6.5.1 Cement mortar 1:4 (1 cement : 4 sand) 6.5.2 Cement Mortar 1:6 (1 cement: 6 sand). 124 6.6 Brick work with well brunt open bhatta, bricks, crushing strength not less than 25kg / cm2 and water absorption not more than 20% in superstructure above plinth level and up to floor two level i/c curing etc complete. 6.6.1 Cement mortar 1:4 (1 cement : 4 sand) 6.6.2 Cement Mortar 1:6 (1 cement : 6 sand) 125 6.7 Brick work with fly ash lime bricks (FALG Bricks) conforming to IS:12894-2002, in super structure above plinth level up to floor two level in : 6.7.1 Having 100 kg / cm2 average compressive strength. 6.7.1.1 Cement mortar 1:4 (1 cement : 4 sand) 6.7.1.2 Cement mortar 1:6 (1 cement : 6 sand) 6.7.2 Having 75 kg / cm2 average compressive strength. 6.7.2.1 Cement mortar 1:4 (1 cement : 4 sand) 6.7.2.2 Cement mortar 1:6 (1 cement : 6 sand) 6.7.3 Having 50 kg / cm2 average compressive strength. 6.7.3.1 Cement mortar 1:4 (1 cement : 4 sand) 6.7.3.2 Cement mortar 1:6 (1 cement : 6 sand) 126 6.8 Brick work with calcium silicate bricks machine moulded conforming to IS:4139, having 100 kg/cm2 average compressive strength in super structure above plinth level upto floor II level in : 6.8.1 Cement mortar 1:4 (1 cement : 4 sand) 6.8.2 Cement mortar 1:6 (1 cement : 6 sand) 127 6.9 Brick work with extruded burnt fly ash clay sewer bricks (Conforming to IS: 4885 ) in foundation and plinth : Cement Mortar 1:4 ( 1 cement : 4 sand) 128 6.10 Brick work with extruded burnt fly ash clay sewer bricks (conforming to IS: 4885) in archesin foundation and plinth including centering and shuttering complete in cement mortar 1:3 (1 cement: 3 sand). 129 6.11 Extra for brick work in superstructure above floor two levels for each additional floor or part thereof respective item. 130 6.12 Providing half brick masonry with well burnt chimney bricks in bull patent trench kiln manufactured by ghol process crushing strength not less than 40 kg /cm2 and water absorption not more than 15% in superstructure above plinth level and up to floor two level. 6.12.1 Cement mortar 1:3 (1 cement : 3 sand) 6.12.2 Cement mortar 1:4 (1 cement : 4 sand) 131 6.13 Providing half brick masonry with well burnt chimney bricks in bull pattern trench kiln crushing strength not less than 25 kg /cm2 and water absorption not more than 20% in superstructure above plinth level and up to floor two level. 6.13.1 Cement mortar 1:3 (1 cement : 3 sand) 6.13.2 Cement mortar 1:4 (1 cement : 4 sand) 132 6.14 Providing half brick masonry with well burnt open bhatta bricks crushing strength not less than 25 kg /cm2 and water absorption not more than 20% in superstructure above plinth level and up to floor two level 6.14.1 Cement mortar 1:3 (1 cement : 3 sand) 6.14.2 Cement mortar 1:4 (1 cement : 4 sand) 133 6.15 Half brick masonry with fly ash lime Gypsum bricks (FALG bricks) conforming to IS: 12894, in super structure above plinth and upto floor two level. 6.15.1 Having 100 kg/cm2 average compressive strength. 6.15.1.1 Cement mortar 1 : 3 (1 cement : 3 sand) 6.15.1.2 Cement mortar 1 : 4 (1 cement : 4 sand) 6.15.2 Having 75 kg/cm2 average compressive strength. 6.15.2.1 Cement mortar 1 : 3 (1 cement : 3 sand) 6.15.2.2 Cement mortar 1 : 4 (1 cement : 4 sand) 6.15.3 Having 50 kg/cm2 average compressive strength. 6.15.3.1 Cement mortar 1 : 3 (1 cement : 3 sand) 6.15.3.2 Cement mortar 1 : 4 (1 cement : 4 sand) 134 6.16 Extra for half brick masonry in superstructure, above floor two level for every floor or part thereof respective item. 135 6.17 Extra for providing and placing in position 2 Nos. 8mm dia. M.S. bars at every third course of in half brick masonry. 136 6.18 Honey-comb brick work 10 cm thick with well burnt chimney bricks manufactured by ghol process crushing strength not less than 40kg /sqcm and water absorption not more than 15% in cement mortar 1:4 (1 cement : 4 sand). 137 6.19 Extra for forming cavity 5cm to 7.5cm wide in cavity walls with necessary weep and vent holes including use of cores and cost of providing and fixing bitumastic coated M .S. Ties 300mm long of 25x3mm section at not less than 3 ties per sqm as per approved design 138 6.20 Brick work in plain arches in superstructure including centering and shuttering complete with chimney bricks having crushing strength not less than 40kg /cm2 and water absorption not more than 15% in cement mortar 1:3 (1 cement : 3 sand). 139 6.21 Brick work in gauged arches in superstructure in cement mortar 1:3 (1 cement : 3 sand) including centering and shuttering complete, with chimney bricks having crushing strength not less than 40kg /cm2 and water absorption not more than 15% 140 6.22 Providing half brick masonry with kiln burnt clay bricks of 40kg /cm2 and water absorption not more than 15% in cement mortar 1:3 (1 Cement : 3 sand) in superstructure for closing cavity 5 to 7.5 cm wide in cavity wall complete with 10 cm wide bitumen felt type 3 grade 1. 141 6.23 Extra for laying brick work in or under water and/or liquid mud including cost of pumping or bailing out water and removing slush etc. complete.NOTE: - The quantity will be calculated by multiplying the depth measured from sub - soil water level up to the centre of gravity of brick work in cum executed under the sub - soil water. The depth of centre of gravity shall be reckoned correct to 0.1 m. 0.05 m or more shall be taken as 0.1 m and less than 0.05 m ignored. 142 6.24 Extra for laying brick work in or under foul position. 143 6.25 Providing and laying cellular concrete blocks masonry having density ranging from 800kg/m3 in super structure above plinth level up to floor two level in cement mortar 1:4 (1 cement: 4 sand) The nominal dimensions of the concrete blocks shall be as follows in additional block shall be of half lengths of 200, 250 or 300 mm to correspond to the full lengths. The size of the blocks specified other than those specified may also be used. 144 6.26 Providing and laying Autoclaved Aerated Concrete (AAC) blocks masonry, using AAC blocks (Size length 300, 400, 500, 600 mm Height 200, 250, 300 mm Width 100, 150, 200, 250 mm) conforming to IS 2185 PART 3, having compressive strength not less than 4 MPa (Grade II) in super structure, blocks jointed with approved block laying polymer modified adhesive mortar as per ASTM international standard including raking out joints. Vertical bands shall be placed along jams (vertical member of chowkhats) and extend upto lintel levels to arrest cracking at corner openings. RCC bands shall be measured with AAC block masonry. Rates include all materials including steel bars, wastages, scaffolding and all labour etc. complete. 6.26.1 AAC Masonry in polymer modified mortar 145 6.27 Extra for AAC masonry work in superstructure above floor two level for each additional floor or part thereof 146 6.28 Providing hoisting & fixing precast Autoclaved Aerated Concrete (AAC) reinforced roof slabs, lintels and chhajjas as per IS: 6073 -2006 grade D specifications (dry density, without steel, 550 kg/m3 to 650 kg/m3 and minimum compressive strength 3.5 N/mm2) reinforcement steel provided inside AAC slab, lintel and chhajja shall be ascertained on the basis of manufacturer’s certificate and also by random destructive testing done by engineer-in-charge or his representative for which cost of samples and testing charges shall be borne by the contractor. Deflection & ultimate load test for AAC reinforced roof slab and lintel shall be as per annex. B of IS: 6073 -2006 and criteria for conformity and sampling shall be as per clause-13 of IS: 6073 -2006. 147 6.29 Precast autoclaved aerated concrete (AAC) reinforced wall panels:- Providing hoisting & fixing precast Autoclaved Aerated Concrete (AAC) reinforced wall panels as per IS:6072 -1972 grade D (dry density, without steel, 550 kg/m3 to 650 kg/m3 and inside AAC panels. Quantity of reinforcement steel in AAC panels shall be ascertained on the basis of certificate of the manufacturer and also by random destructive testing by engineer-in- charge or his representative for which cost of samples and testing charges shall be borne by the contractor. Cost of reinforcement inside AAC panels shall be paid separately. 148 6.30 Add extra for AAC wall panels, roof slabs, lintels and chhajjas above floor two level for each additional floor as per item no 6.29 and 6.30. 149 6.32 Brick work with common burnt clay selected F.P.S. (non modular) bricks of class designation 7.5 in exposed brick work including making horizontal and vertical grooves 10 mm wide 12 mm deep complete in cement mortar 1:6 (1 cement : 6 coarse sand) 6.32.1 From ground level upto plinth level 6.32.2 Above plinth level upto floor II level 150 6.33 Brick work with modular bricks of class designation 7.5 in exposed brick work including making horizontal and vertical grooves 10mm wide 12mm deep complete from ground level up to plinth level in cement mortar 1:6 (1 cement : 6 coarse sand) 6.33.1 From ground level upto plinth level 6.33.2 Above plinth level upto floor II level 151 6.34 Providing and laying Gypsum panel partitions 100 mm thick with water proof Gypsum panels of size 666x500x100 mm, made of calcite phosphor Gypsum fixed with tongue and groove, jointed with bonding plaster as per manufacturer’s specifications in superstructure above plinth level up to floor two level. Gypsum blocks will have a minimum compressive strength of 9.3 kg/cm2 152 6.35 Extra for Gypsum panel Partitions in superstructure above floor two level for every four floors or part thereof. 153 7.1 Random rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 cement :6 sand : 12 graded stone aggregate 20mm nominal size) at plinth level with : 7.1.1 Cement mortar 1:6 (1 cement : 6 sand) 154 7.2 Random rubble masonry with hard stone in superstructure above plinth level and upto floor two level, including leveling up with cement concrete 1:6:12 (1 cement : 6 sand : 12 graded stone aggregate 20mm nominal size) at window sills, ceiling level and the like. 7.2.1 Cement mortar 1:6 (1cement: 6 sand). 155 7.3 Extra for random rubble masonry with hard stone in superstructure above floor two level for every floors or part thereof 156 7.4 Extra for random rubble masonry with hard stone in : 7.4.1 Square or rectangular pillars 7.4.2 Circular pillars. 157 7.5 Extra for random rubble masonry with hard stone curved on plan for a mean radius not exceeding 6 m. 158 7.6 Coursed rubble masonry (1st or 2nd sort) with hard stone in foundation and plinth. 7.6.1 Cement mortar 1:6 (1 cement : 6 sand) 7.6.2 Cement mortar 1:6 (1 cement : 6 sand) 159 7.7 Coursed rubble masonry with hard stone (first or second sort) in superstructure above plinth level and upto floor two level. 7.7.1 Masonry work (first sort) in cement mortar 1:6 (1 cement : 6 sand) 7.7.2 Masonry work (second sort) , in cement mortar 1:6 (1 cement : 6 sand) 160 7.8 Extra for coursed rubble masonry with hard stone (first or second sort) in superstructure above floor two level for every floors or part thereof 161 7.9 Extra for coursed rubble masonry with hard stone (first or second sort) in : 7.9.1 Square or rectangular pillars 7.9.2 Circular pillars. 7.9.3 Extra for coursed rubble masonry with hard stone (first or second sort) curved on plan for a mean radius not exceeding 6 m. 162 7.10 Stone work in plain ashlar masonry in super structure upto floor two level in cement mortar 1:6 (1 cement : 6 sand) including pointing with cement mortar 1:2 (1 white cement : 2 marble dust) with an admixture of pigment matching the sand stone shade : 7.10.1 One face dressed. 7.10.1.1 Red sand stone 7.10.1.2 White sand stone 7.10.2 Both face dressed. 7.10.2.1 Red sand stone. 7.11.2.2 White sand stone 163 7.11 Stone work plain ashlar masonry in arches in super structure upto floor two level in cement mortar 1:3 (1 cement: 3 sand) including centering, shuttering and pointing with white cement mortar 1:2 (1 white cement: 2 marble dust) with an admixture of pigment matching the sand stone shade. 7.11.1 One face dressed. 7.11.1.1 Red sand stone 7.11.1.2 White sand stone 7.11.2 Both face dressed. 7.11.2.1 Red sand stone. 7.11.2.2 White sand stone 164 7.12 Stone work plain ashlar masonry in domes, in super structure upto floor two level in cement mortar 1:3 (1 cement: 3 sand) including centering, shuttering and pointing with white cement mortar 1:2 (1 white cement: 2 marble dust) with an admixture of pigment matching the sand stone shade. 7.12.1 One face dressed 7.12.1.1 Red sand stone 7.12.1.2 White sand stone 7.12.2 Both face dressed. 7.12.2.1 Red sand stone. 7.12.2.2 White sand stone. 165 7.13 Stone work ashlar masonry punched (ordinary) in superstructure above plinth level and upto floor two level in cement mortar 1:6 (1 white cement: 6 sand) including pointing with cement mortar 1:2 (1 white cement: 2 marble dust) with an admixture of pigment matching the sand stone shade. 7.13.1 Red sand stone one face punched. 7.13.2 Red sand stone both face punched 7.13.3 White sand stone one face punched. 7.13.4 White sand stone double face punched 166 7.14 Extra for stone work, plain ashlar or ashlar punched above floor two level for every floor or part thereof. 167 7.15 Extra for plain ashlar or ashlar punched in : 7.15.1 Square or rectangular pillars 168 7.16 Extra for stone work; plain ashlar or ashlar punched in curved on plan with a mean radius not exceeding 6 m. 169 7.17 Extra for additional cost of centering for arches exceeding 6m span including all strutting, bolting, wedging etc. And removal (area of soffit to be measured). 170 7.18 Stone work sunk or moulded or sunk and moulded upto floor Two level in cement mortar 1:6 (1cement : 6 sand) including pointing with white cement mortar 1:2 (1 white : 2 marble dust) with an admixture of pigment matching the stone shade : 7.18.1 Red sand stone 7.18.2 White sand stone 171 7.19 Extra for stone work sunk or moulded or sunk and moulded or carved in : 7.19.1 Triangular or Square or rectangular pillars 7.19.2 Circular or polygonal pillars 172 7.20 Extra for stone work sunk or moulded in cornices. 173 7.21 Stone work (machine cut edges) for wall lining etc. (veneer work) up to 10 meter height backing filled with a grout of 12mm thick cement mortar 1:3 (1 cement : 3 sand) including pointing in white cement mortar 1:2 (1 white cement : 2 marble dust) with an admixture of pigment matching the stone shade : (To be secured to the backing by means of clamps which shall be paid for separately): 7.21.1 Red sand stone - exposed face fine dressed with rough backing. 7.21.1.1 70 mm thick. 7.21.1.2 60 mm thick. 7.21.1.3 50 mm thick 7.21.1.4 40 mm thick. 7.21.1.5 30 mm thick. 7.21.2 Red sand stone - Exposed face machine cut and table rubbed with rough backing. 7.21.2.1 70 mm thick. 7.21.2.2 60 mm thick. 7.21.2.3 50 mm thick 7.21.2.4 40 mm thick. 7.21.2.5 30 mm thick. 7.21.3 White sand stone - exposed face fine dressed with rough backing. 7.21.3.1 70 mm thick. 7.21.3.2 60 mm thick. 7.21.3.3 50 mm thick 7.21.3.4 40 mm thick. 7.21.3.5 30 mm thick. 7.21.4 White sand stone - Exposed face machine cut and table rubbed with rough backing. 7.21.4.1 70 mm thick. 7.21.4.2 60 mm thick. 7.21.4.3 50 mm thick 7.21.4.4 40 mm thick. 7.21.4.5 30 mm thick. 174 7.22 Extra for stone work (veneer work) curved on plan with a mean radius not exceeding 6 m. 175 7.23 Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement :2 sand) including making the necessary chases in stone and holes in walls wherever required. 176 7.24 Providing and fixing stone dowels of size 10x5x2.5cm cut to double wedge shape as per design in cement mortar 1:2 (1 cement : 2 sand) including making the necessary chases 177 7.25 Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 sand) including making the necessary chases. 178 7.26 Providing and fixing sloping chajja of stone 40 mm thick and upto 80 cm wide beyond the wall as measured along the slope in cement mortar 1:4 (1 cement : 4 sand) including pointing in cement mortar 1:2 (1 white cement: 2 marble dust) with an admixture of pigment matching the stone shade: 7.26.1 Red sand stone: With common burnt clay bricks of 25 kg/cm2 compressive strength. 7.26.2 White sand stone: With common burnt clay bricks of 25 kg/cm2 compressive strength. 179 7.27 Providing and fixing horizontal chajja of stone 40 mm thick and upto 80 cm projection in cement mortar 1:4 (1 cement : 4 sand) including pointing in white cement mortar 1:2 (1 white cement : 2 marble dust) with an admixture of pigment matching the stone shade: 7.27.1 Red sand stone 7.27.2 White sand stone 180 7.28 30mm red sand stone sun-shade (chisel-dressed) supported on red sand stone brackets, fixed in walls with cement mortar 1:4 (1 cement: 4 sand) including finishing complete. 181 7.29 Providing and fixing red sand stone brackets 55x22.5x45cm sunk and moulded including providing and fixing with 4 Nos. gun metal cramp 25x6mm 30 cm long and dowel bars 7.5 cm long 6 mm dia as per design. 182 7.30 Stone work, plain in copings, cornices, string courses and plinth courses, upto 75 mm thick in Cement mortar 1:6 (1 cement : 6 sand) including pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade. 7.30.1 Red sand stone 7.30.2 White sand stone 183 7.31 Providing and fixing stone jali 40mm thick throughout in cement mortar 1:3 (1cement :3 sand) including pointing in white cement mortar 1:2 (1white cement: 2stone dust) with an admixture of pigment , matching the stone shade, jali slab without any chamfers etc. 7.31.1 Red sand stone 7.31.2 White sand stone 184 7.32 Extra for laying stone work in or under water and/or liquid mud including cost of pumping or bailing out water and removing slush etc. complete.NOTE: - The quantity will be calculated by multiplying the depth measured from sub - soil water level up to the centre of gravity of stone work in cum executed under the sub - soil water. The depth of centre of gravity shall be reckoned correct to 0.1 m. 0.05 m or more shall be taken as 0.1 m and less than 0.05 m ignored. 185 7.33 Extra for laying stone work in or under foul position. 186 7.34 Wall lining butch work upto 10m height with red/ white sand stone 40 mm thick rough facing on the exposed surface with stone strips of minimum length 300 mm and required width 75mm thick strips i/c 12mm thick bed of cement mortar 1:3 (1 Cement : 3 sand) i/c ruled pointing in cement mortar 1:2 (1 white cement: 2 marble dust) with an admixture of pigment to match the shade of stone complete as per direction of Engineer-in- charge. 187 7.35 Stone work ( machine cut edges) for wall lining upto 10 m height etc. (Veneer work) backing filled with a grout of 12mm thick cement mortar 1:3 (1 Cement : 3 sand) and jointed with Cement mortar 1:2 (1 cement : 2 marble dust) including rubbing and polishing complete. (To be secured to the backing by means of cramps which shall be paid for separately) 7.35.1 25mm thick Kota stone slabs exposed face dressed and rubbed. 7.35.2 25mm thick Dholpur stone slabs exposed face dressed and rubbed. 7.35.3 20 to 25mm thick kota stone slabs exposed slab not dressed and rubbed. 7.35.4 20 to 25mm thick Dholpur stone/shivpuri stone not dressed and rubbed. 188 7.36 Stone tile work with 8mm thick mirror polished and machine cut edge for wall lining upto 10 m height with special adhesive over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 sand), including pointing in white cement with an admixture of pigment to match the stone shade. 7.36.1 Granite stone of any colour and shade 7.36.2 Raj Nagar plain white marble/ Udaipur green marble/ Zebra black marble 189 7.37 Extra for stone work for wall lining on exterior walls of height more than 10 m from ground level for every additional height of 3 m or part thereof. 190 7.38 Providing and fixing dry stone cladding upto 10 metre height with 30mm thick gang saw cut stone with (machine cut edges) of uniform colour and/ or with the help of cramps, pins etc. And sealing the joints with approved weather sealant as per Architectural drawing and direction of Engineer-in-charge. (The steel frame work, stainless steel cramps and pins. shall be paid for separately.) 7.38.1 Red sand stone. 7.38.2 White sand stone 191 7.39 Providing and fixing structural steel frame (for dry stone cladding with 30 mm thick gang saw cut with machine cut edges sand stone) on walls at all heights using M.S. square/rectangular tube in the required pattern as per architectural drawing including including drilling necessary steel work will be given a priming coat of Zinc primer as approved by Engineer-in-charge and painted with two or more coats of epoxy paint (Shop drawings shall be submitted by the contractor to the Engineer-in-charge for approval before execution).The frame work shall be fixed in true horizontal and vertical lines/ planes. (Only structural steel frame work shall be measured for the purpose of payment, stainless steel clamps shall be paid for separately and nothing extra shall be paid.) 192 7.40 Providing and fixing adjustable stainless steel clamps of approved quality and of required shape and size adjustable with stainless steel nuts bolts and washer (total weight not less than 260 gms) for dry stone cladding fixed on frame 193 8.1 Providing and supplying aluminium extruded tubular and other aluminium sections frame work as per the architectural drawings and approved shop drawings, the aluminium quality as per grade 6063 T5 or T6 as per BS 1474,including super durable powder coated of 60-80 microns conforming to AAMA 2604 of required colour and shade as approved by the Engineer-in-Charge. (The item includes cost of material such as cleats, sleeves, screws etc. necessary for fabrication of extruded aluminium frame work. Nothing extra shall be paid on this account). 194 8.2 Designing, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of aluminium structural glazing (with open joints) for linear as well as curvilinear portions of the building for all heights and all levels.. (A) Structural analysis anddesign and preparation of shopdrawings for the specified designloads conforming to IS 875 partIII (the system must passed theproof test at 1.5 times design wind pressure without any failure), including functional design of the aluminum sectionsBfor fixing glazing panels of various thicknesses, aluminum cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc., structural and weather silicone sealants, flashings, fire stop (barrier)-cum-smoke seals,microwave cured EPDM gaskets for water tightness, pressure equalisation and drainage andprotection against fire hazard including (B) Fabricating and supplying serrated M.S. hot dip galvanised / Aluminum alloy of 6005 T5 brackets of required sizes, sections and profiles etc. toaccommodate 3 Dimentional movement for achieving perfect verticality and fixing structuralglazing system rigidly to the RCC/ masonry/structural steel framework of building structureusing stainless steel anchor fasteners/ bolts, nylon seperator to prevent bimetallic contactswith nuts and washers etc. of stainless steel grade 316, of the required capacity and in requirednumbers.(C) Providing and filling, two part pump filled, structural silicone sealant and one partweather silicone sealant compatible with the structural silicone sealant of required bitesize in a clean and controlled factory / work shop environment, including double sided spacer tape, setting blocks and backer rod, all of approved grade, brand and manufacture, as per the approved sealant design, within and all around the perimeter for holding glass.(D) Providing and fixing in position flashings of solid aluminum sheet 1 mm thick andof sizes, shapes and profiles, as required as per the site conditions, to seal the gap between the building structure and all its interfaces with curtain glazing to make it watertight(E) Making provision for drainage of moisture/ water that enters the curtain glazing systemto make it watertight, by incorporating principles of pressure equalization, providing suitable gutter profiles at bottom (if required), making necessary 195 8.3 Providing, assembling and supplying vision glass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm insulated glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float glass 6mm thick, of approved colour as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge. The IGUs shall be assembled in the factory/ workshop of the glass processor. (Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.8.2) For payment, only the actual area of glass on face # 1 of the glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in sqm. 196 8.4 Extra for openable side / top hung vision glass panels (IGUs) including providing and supplying at site all accessories and hardwares for the openable panels as specified and of the approved make such as heavy duty stainless steel friction hinges, min 4 -point cremone locking sets with stainless steel plates, handles, buffers etc. including necessary stainless steel screws/ fasteners, nuts, bolts, washers etc. all complete as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineerin- Charge. 197 8.5 Providing, fabricating and supplying shadow box of required size and shape, for fixing in the spandrel portion of the structural glazing, in linear as well as curvilinear portions of the building by providing semi - rigid, inorganic, non- combustible fibre glass wool insulation 50 mm thick having density 48 kg/m3, conforming to IS: 8183 and BS: 3958 Part 5.The insulation layer shall have facing (factory bonded on surface # 1 of the fibre glass insulation layer), of black non- woven fibre glass tissue of nominal thickness 0.5 mm and nominal mass not less than 60 gm/sqm, made of randomly oriented glass fibres distributed in a binder by a wet-lay process including fixing 1.5 mm thick solid aluminum sheet backing using, 6 mm thick cement board including SS rivets, nuts, bolts, washers etc complete. 198 8.6 Providing and supplying Spandrel Glass Panels comprising of 6 mm thick heat strengthened monolithic float glass of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade so as to match the colour and shade of the IGUs in the vision panels etc., included in cost of relevent Item). (i) Coloured tinted float glass 6mm thick substrate with reflective soft coating on face # 2, having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25- 0.28) and U value of 3.0 to 3.3 W/m2 degree K etc. The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement. 199 8.7 Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel (ACP) Cladding, with open grooves for linear as well as curvilinear portions of the building, for all heights and all levels etc. including: with aluminium composite panel cladding, having all the performance characteristics all complete, as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer- in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. upto two decimal places. 8.7.1 4 mm thick alumminium composite pannel material consisting of 3 mm thick FR grade mineral core sandwiched between two alumminium sheets (each 0.5mm thick) 8.7.2 4 mm thick alumminium composite pannel material consisting of 3.5 mm thick FR grade mineral core sandwiched between two alumminium sheets (each 0.25mm thick) 8.7.3 3 mm thick alumminium composite pannel material consisting of 2.5 mm thick FR grade mineral core sandwiched between two alumminium sheets (each 0.25mm thick) 200 8.8 Design, supply and installation of suspended Spider Glazing system designed to withstand the wind pressure as pr IS 875 (Part- III). The Suspended System held with Spider Fittings of SS-316 Grade Steel of approved manufacturer with glass panel having 12 mm thick clear toughened glass held together with SS- 316 Grade Stainless steel Spider and other incidental charges including wastage, enabling temporary services all fitting fixers nut bolts, washer, Buffer plates, fastener, anchors, SS channel laminated glass etc. all complete.For the purpose of payment actual elevation area of Glazing including thickness of joints and the portion of Glass panel inside the SS channel shall be measured., 201 8.9 Providing and fixing aluminium magnesium alloy (FACADE) wall cladding system consisting of panels 200mm wide x 17mm deep x 0.5mm thick of maximum length of 6.0 mtr. coil coated on a continuous paint line double baked and roll formed from centre to centre at a distance of maximum 1.20 mtr. The stringer shall be fixed to a suitable rigid structure. All panels shall be achromatised for maximum bond between metal and paint, enamelled twice under high temperature one side with full primer and the other side (inner side) with a primer coat on a continuous paint line, and fixed as per the direction of the Engineer-in-Charge. 202 8.10 Providing and fixing Aluminium Magnesium alloy Plain Panel Sun Louvres of approved colour consisting of panel 84 mm wide x 16mm deep x 0.6mm thick with round edges panel length upto 6 mtrs coil coated on a continuos paint line double baked between metal and paint, enamelled twice under high temperature one side with full primer and finish, the other side (inner side) with a primer coat and Skin Coat on a Continuos Paint Line.Note: - 1. The cost of providing extruded aluminium frames, shadow boxes, extruded aluminium section capping for fixing in the grooves of the curtain glazing shall be paid for separately under relevant items under this subhead. However, for the purpose of payment, only the actual area of structural glazing (including width of grooves) on the external face shall be measured in sqm. upto two decimal places. 203 9.1 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia and length (hold fast lugs or dash fastener shall be paid for separately). 9.1.1 Second class teak wood 9.1.2 Sal wood 9.1.3 Kiln Head wood seasoned and chemically treated hard wood (Haldu, Kail, Bija wood.) 9.1.4 Factory made Kiln seasoned, chemically treated, finger jointed at spacing not closer than 50 cm, 2nd class hard wood. 9.1.4.1 Frame of size 100mmX60mm single or double rebate 9.1.4.2 Frame of size 120mmX60mm double rebate. 205 9.2 Providing laminated veneer lumber conforming to IS:14616 and TAD -15: 2001(Part-B) in factory made frames of doors, windows, clerestory windows and other frames, wrought framed and fixing in position with hold fast lugs or with dash fasteners of required dia and length ( hold fast lugs or dash fastener shall be paid for separately). 206 9.3 Providing wood work in frames of false ceiling, partitions etc. sawn and fixed in position ( with necessary stainless steel screw) 9.3.1 Sal wood 9.3.2 Kiln seasoned and chemically treated hardwood Haldu, Kail, Bija wood. 9.3.3 Factory made Kiln seasoned, chemically treated, finger jointed at spacing not closer than 50 cm, 2nd class hard wood. 207 9.4 Extra for additional labour wood work in circular shape, such as in frames of fan light : 9.4.1 Second class teak wood 9.4.2 Sal wood 9.4.3 Kiln seasoned and chemically treated Haldu, Kail, Bija wood. 9.4.4 Factory made Kiln seasoned, chemically treated, finger jointed at spacing not closer than 50 cm, 2nd class hard wood. 208 9.5 Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws excluding, panelling/glazing which will be paid for separately, all complete as per direction of Engineer-in-charge. 9.5.1 Second class teak wood 9.5.1.1 35 mm thick shutters 9.5.1.2 30 mm thick shutters 9.5.2 Kiln seasoned and chemically treated hardwood Haldu, Kail, Bija wood. 9.5.2.1 35 mm thick shutters 9.5.2.2 30 mm thick shutters 9.5.3 Kiln seasoned selected planks of sheesham wood. 9.5.3.1 35 mm thick shutters 9.5.3.2 30 mm thick shutters 9.5.4 Factory made Kiln seasoned chemically treated and finger jointed at spacing not closer than 50cm, 2nd class hard wood shutters 9.5.4.1 35 mm thick 9.5.4.2 30 mm thick 209 9.6 Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick: 9.6.1 Second class teak wood 9.6.2 Kiln seasoned and chemically treated Haldu, Kail, Bija wood 9.6.3 15mm thick Factory made Kiln seasoned, chemically treated and finger jointed at spacing not closer than 50cm, 2nd class hard wood. 9.6.4 Ply wood 5 ply, 9 mm thick : 9.6.4.1 Decorative plywood both side decorative veneer (Type - I) conforming to IS 1328 BWR type. 9.6.4.2 Decorative plywood one side decorative veneer and commercial veneer on other face (Type 1) conforming to IS 1328 BWR Type 9.6.5 Ply wood 7 ply, 9 mm thick : 9.6.5.1 Decorative plywood both side decorative veneer (Type- I) conforming to IS 1328 BWR type. 9.6.5.2 Decorative plywood one side decorative veneer and commercial veneer on other face (Type-1) conforming to IS 1328 BWR Type 9.6.6 Particle Board 12 mm thick 9.6.6.1 Plain particle board flat pressed, 3 layer or graded wood particle board medium density Grade I, IS: 3087 marked. 9.6.6.2 Veneered flat pressed three layer or graded wood particle board with commercial veneering on both sides conforming to IS: 3097, grade I. 9.6.6.3 Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side, Grade I, Type II IS: 12823 marked. 9.6.6.4 Pre-laminated particle board with decorative lamination on both sides, Grade I, Type II, IS: 12823 marked. 9.6.6.5 Coir Veneer Board (conforming to IS 14842) 12 mm thick 9.6.7 Float glass panes 9.6.7.1 4 mm thick glass pane (weight not less than 10 kg/sqm) 9.6.7.2 5 mm thick glass pane (weight not less than 12.5 kg/sqm) 9.6.8 Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. Wire and 1.4 mm wide aperture with matching wood beading 9.6.8.1 4mm to 5mm thick integral PVC form sheet with Celluka finish surface on both side with density not less than 600 kg/cum 9.6.8.2 4mm to 5mm thick laminated PVC form sheet with density not less than 600 kg/cum, laminated on both sides by 0.12 mm thick laminated sheet with density not less than 1400 kg/cum 210 9.7 Providing and fixing 35 mm thick factory made laminated veneer lumber door shutter conforming to IS : 14616 and TADS 15:2001 (Part B) including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws, all complete as per directions of Engineer-in- charge and panelling with panels of: 9.7.1 12mm thick plain grade - 1, medium density flat pressed three layer particle board FPT - I or graded wood particle board FPT - I IS : 3087 marked bonded with BWP type synthetic resin adhesive as per IS : 848 : 9.7.2 12 mm thick pre-laminated particle board (decorative lamination on both sides) grade - 1, medium density flat pressed, three layer particle board FPT - I or graded wood particle board FPT - I, conforming to IS : 3087 bonded with BWP type synthetic resin adhesive as per IS : 848 and pre- lamination conforming to IS : 12823 Grade 1, Type - II marked: 9.7.3 12 mm thick one side pre-laminated particle board (decorative lamination on one side and other sides balancing lamination) grade - 1 medium density flat pressed, three layer particle board FPT - I or graded wood particle board FPT-1 conforming to IS : 3087 bonded with BWP type synthetic resin adhesive as per IS : 848 and prelamination conforming to IS : 12823 Grade -1, Type II marked: 211 9.8 Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws. 9.8.1 Second class teak wood 9.8.1.1 35 mm thick 9.8.1.2 30 mm thick 9.8.2 Kiln seasoned and chemically treated Haldu, Kail, Bija wood 9.8.2.1 35 mm thick 9.8.2.2 30 mm thick 9.8.3 Kiln seasoned selected planks of sheesham wood. 9.8.3.1 35 mm thick 9.8.3.2 30 mm thick 9.8.4 Factory made Kiln seasoned chemically treated and finger jointed at spacing not closer than 50cm, 2nd class hard wood 9. 8.4.1 30 mm thick shutters 9. 8.4.2 35 mm thick shutters 212 9.9 Providing and fixing factory made laminated veneer lumber glazed shutter conforming to IS: 14616 and TADS 15:2001 (Part B) , using 4mm thick float glass panes for doors, windows and clerestory windows including ISI marked fixing with M.S. pressed butt hinges bright finished of required size with necessary screws as per directions of Engineer-in- charge. 30 mm thick shutters. 213 9.10 Extra for providing heavy sheet float glass panes instead of ordinary float glass in glazed doors, windows and clerestory window shutters. (Area of opening for glass panes excluding portion inside rebate shall be measured) 9.10.1 5 mm thick instead of 4 mm thick. 9.10.2 10 to 12 mm float glass 9.10.3 5.5 mm safety glass 9.10.4 10-12mm safety glass 214 9.11 Extra for providing frosted glass panes 4 mm thick instead of ordinary float glass panes 4 mm thick in doors, windows and clerestory window shutters. (Area of opening for glass panes excluding portion inside rebate shall be measured). 215 9.12 Deduct for providing pin headed glass panes instead of ordinary float glass panes 4 mm thick in doors, windows and clerestory windows, shutters (Area of opening for glass panes excluding portion inside rebate shall be measured). 216 9.13 Extra for S.S, hinges providing ISI marked Stainless Steel butt hinges instead of M.S. pressed butt hinges bright finished of required size with necessary screws. (Shutter area to be measured). 217 9.14 Deduct for not providing hinges in doors, windows or clerestory window shutters with : 9.14.1 Stainless steel butt hinges with stainless steel screws for 2nd class teak wood and other class of wood shutters. 9.14.2 ISI marked M.S. pressed butt hinges bright finished of required size For 2nd class teak wood and other class of wood shutters. 218 9.15 Providing and fixing 25 mm thick Second class teak wood shutters using 4mm float glass for cup board etc. : 9.15.1 Panelled or panelled and glazed shutters : 9.15.1.1 Using ISI marked anodised aluminium butt hinges with necessary screws. 9.15.1.2 Using ISI marked nickel plated bright finished M.S. piano hinges with necessary screws. 9.15.2 Glazed shutters : 9.15.2.1 Second class teak wood including ISI marked anodised aluminium butt hinges with necessary screws. 9.15.2. 2nd class teak wood including ISI marked nickel plated bright finished M.S. piano hinges with necessary screws. 219 9.16 Providing and fixing flat pressed 3 layer particle board medium density exterior grade (Grade I) or graded wood particle board IS : 3087 marked to frame, backing or studding with screws etc. complete (Frames, backing or studding to be paid separately) : 9.16.1 12 mm thick 9.16.2 18 mm thick 220 9.17 Providing and fixing Pre-laminated flat pressed 3 layer (medium density) particle board or graded wood particle board IS : 3087 marked with one side decorative and other side balancing lamination Grade I, Type II exterior grade IS : 12823 marked in shelves with screws and fittings wherever required, edges to be painted with polyurethane primer (fittings to be paid separately). 9.17.1 18 mm thick 9.17.2 25 mm thick 221 9.18 Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutter. 9.18.1 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. 9.18.2 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. 9.18.3 25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. Piano hinges IS: 3818 marked with necessary screws. 222 9.19 Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 9.19.1 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. 9.19.2 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. 9.19.3 25mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. piano hinges with necessary screws. 223 9.20 Extra for Providing and fixing flush doors with decorative veneering instead of non decorative ISI marked flush door shutters conforming to IS: 2202 (Part I) On one side only. 224 9.21 Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). 225 9.22 Extra for providing vision panel not exceeding 0.1 sqm in all type of flush doors (cost of glass excluded) (overall area of door shutter to be measured) : 9.22.1 Rectangular or square. 9.22.2 Circular. 226 9.23 Extra if louvers (not exceeding 0.2 sqm) are provided in flush door shutters (overall area of door shutters to be measured). 227 9.24 Extra for cutting rebate in flush door shutters (Total area of the shutter to be measured). 228 9.25 Providing and fixing wire gauze shutters using galvanised M.S. wire gauze of average width of aperture 1.4mm in both direction with wire of dia. 0.63 mm for doors, windows and clerestory windows with hinges and necessary screws: 9.25.1 35 mm thick shutters with ISI marked M.S. pressed butt hinges bright finished of required size. 9.25.1.1 Second class teak wood. 9.25.1.2 Kiln seasoned and chemically treated Haldu, Kail, Bija wood. 9.25.1.3 Kiln seasoned selected class of sheesham wood. 9.25.2 35 mm thick shutters with ISI marked stainless steel butt hinges of required size. 9.25.2.1 Second class teak wood. 9.25.2.2 Kiln seasoned and chemically treated Haldu, Kail, Bija wood. 9.25.2.3 Kiln seasoned selected class of sheesham wood. 9.25.3 30 mm thick shutters with ISI marked M.S. pressed butt hinges bright finished of required size. 9.25.3.1 Second class teak wood. 9.25.3.2 Kiln seasoned and chemically treated Haldu, Kail, Bija wood. 9.25.3.3 Kiln seasoned selected class of sheesham wood. 9.25.4 30 mm thick shutters with ISI marked stainless steel butt hinges of required size. 9.25.4.1 Second class teak wood. 9.25.4.2 Kiln seasoned and chemically treated Haldu, Kail, Bija wood. 9.25.4.3 Kiln seasoned selected class of sheesham wood. 229 9.26 Providing and fixing wire gauge laminated veneer lumber shutters conforming to IS : 14616, and as per TADS 15 :2001 (Part B) using galvanised wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm as per IS :1568 for doors, windows and clerestory windows including ISI marked M.S. pressed fixing with butt hinges bright finished of required size with necessary screws as per directions of Engineer-in-charge: 9.26.1 35 mm thick shutters 9.26.2 30 mm thick shutters 230 9.27 Providing 50x50x50mm 2nd class teak wood plugs including cutting brick work and fixing in cement mortar 1:3 (1 cement : 3 sand) and making good the walls etc. 231 9.28 Providing and fixing expandable fasteners of specified size with necessary plastic sleeves and galvanised M.S. screws including drilling holes in masonry work /CC/ R.C.C. and making good etc. complete. 9.28.1 25 mm long 9.28.2 32 mm long 9.28.3 40 mm long 9.28.4 50 mm long 9.28.5 60 mm long 232 9.29 Providing and fixing 2nd class teak wood plain lining tongued and grooved including wooden plugs complete with necessary screws and priming coat on unexposed surface. 9.29.1 40 mm thick. 9.29.2 25 mm thick. 9.29.3 20 mm thick 9.29.4 12 mm thick 233 9.30 Providing and fixing in wall lining flat pressed three layer (medium density) particle board or graded wood Pre- laminated one side decorative lamination on other side balancing lamination Grade I, Type II, IS : 12823 marked including priming coat on unexposed surface, with necessary fixing arrangement and screws etc. complete : 9.30.1 12 mm thick 9.30.2 18 mm thick 9.30.3 25 mm thick 234 9.31 Providing and fixing specified wood frame work consisting of battens 50x25mm fixed with rawl plug and drilling necessary holes for rawl plug etc. including priming coat complete. Kiln seasoned and chemically treated Haldu, Kail, Bija wood. 235 9.32 Providing and fixing plywood 4 mm thick one side decorative veneer conforming to IS: 1328 (type-1) for plain lining / cladding with necessary screws, priming coat on unexposed surface with: Decorative veneer facings of approved manufacture. 236 9.33 Providing and fixing 4mm thick coir veneer board, ISI marked IS: 14842, plain lining with necessary screws, priming coat on unexposed surface etc., complete. 237 9.34 Providing and fixing skirting of Pre- laminated with (one side decorative and other side balancing lamination) flat pressed, 3 layer or graded particle board (medium density) Grade I, Type II, IS :12823 marked, with necessary fixing arrangements and screws including drilling necessary holes for rawl plugs etc. and priming coat on unexposed surface complete : 9.34.1 18 mm thick 9.34.2 25 mm thick 238 9.35 Providing and fixing wooden moulded beading to door and window frames with iron screws, plugs and priming coat on unexposed surface etc. complete : 9.35.1 2nd class teak wood 9.35.1.1 50x12 mm 9.35.1.2 50 x 20 mm 9.35.2 Kiln seasoned and chemically treated Haldu, Kail, Bija wood. 9.35.2.1 50x12 mm 9.35.2.2 50x20 mm 239 9.36 Providing and fixing plain jaffri of 35x10 mm laths placed 35 mm apart (frames to be paid separately) including fixing 50x12 mm beading complete with : Second class teak wood. 240 9.37 Providing and fixing 18 mm thick, 150 mm wide pelmet of flat pressed 3 layer or graded wood particle board medium density grade I, IS : 3087 marked,, including fixing with 25x3 mm M.S. flat 10 cm long fixed to pelmet with Haldu, Kail, Bija wood cleats of size 100 mm x 40 mm x 40 mm on both inner side of pelmet and rawl plugs 75 mm long etc. all complete. 241 9.38 Providing and fixing 18 mm thick, 150 mm wide pelmet of coir veneer board ISI marked IS: 14842, including top cover of 6 mm coir veneer board, nickle plated brackets, including fixing with 25x3 mm M.S. Flat 10 cm long fixed to pelmet with Haldu, Kail, Bija wood cleats of size 100 mm x 40 mm x 40 mm on both inner side of pelmet and rawl plugs 75 mm long etc. all complete. 242 9.39 Extra for using veneered particle board conforming to IS 3097 Grade I, in item of pelmet 18mm thick 150mm wide. 9.39.1 Non decorative veneer on both sides. 9.39.2 Particle board with decorative veneering on both sides. 243 9.40 Providing and fixing teak wood lipping of size 25x3 mm in pelmet. 244 9.41 Providing and fixing of 1.25 mm thick chromium plated brass plate, with two chromium plated curtain rods brass brackets fixed with C.P. brass screws and wooden plugs, etc., wherever necessary complete: 9.41.1 12 mm dia. 9.41.2 20 mm dia. 9.41.3 25 mm dia. 245 9.42 Providing and fixing nickel plated curtain rods M.S. pipe with nickel plated brackets : 9.42.1 20 mm dia (heavy type) 9.42.2 25 mm dia (heavy type) 246 9.43 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. 9.43.1 Fixed to steel windows by welding. 9.43.2 Fixed to openings /wooden frames with rawl plugs screws etc. 247 9.44 Providing and fixing expanded metal 20x60 mm strands 3.25 mm wide and 1.6 mm thick for windows etc. including 62 x19 mm beading of II nd class teak wood and priming coat with approved steel primer all complete. 248 9.45 Providing and fixing hard drawn steel wire fabric 75x25 mm mesh of weight not less than 7.75 Kg per sqm to window frames etc. including 62x19 mm beading of second class teak wood and priming coat with approved steel primer all complete. 249 9.46 Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.63 mm all complete. 9.46.1 With 2nd class teak wood beading 62x19 mm. 9.46.2 With 12 mm mild steel U beading. 250 9.47 Deduct for fixing 75x25 mm hard drawn steel wire fabric of weight not less than 7.75 Kg. per sqm in panelled and glazed door and window shutter instead of glass sheet 4 mm thick. 251 9.48 Providing 40x5 mm flat (iron hold fast 40 cm long) (0.628 kg) including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embeddings in cement concrete block 30x10x15cm 1:3:6 mix (1 cement : 3 sand : 6 graded stone aggregate 20mm nominal size) 252 9.49 Providing wooden beams including hoisting, fixing in position and applying wood preservative for the unexposed surfaces, etc. complete with : 9.49.1 Sal wood. 9.49.2 Haldu, Kail, Bija wood. 253 9.50 Providing and fixing ISI marked M.S. pressed butt hinges bright finished with necessary screws etc. complete : 9.50.1 125x65x2.12 mm 9.50.2 100x58x1.90 mm 9.50.3 75x47x1.70 mm 9.50.4 50x37x1.50 mm 254 9.51 Providing and fixing IS : 1341 marked M.S. heavy weight butt hinges with necessary screws etc. complete : 9.51.1 125x90x4.00 mm 9.51.2 100x75x3.50 mm 9.51.3 75x60x3.10 mm 9.51.4 50x40x2.50 mm 255 9.52 Providing and fixing ISI marked oxidised M.S. pressed butt hinges with necessary screws etc. complete. 9.52.1 125x65x2.12 mm 9.52.2 100x58x1.90 mm 9.52.3 75x47x1.70 mm 9.52.4 50x37x1.50 mm 256 9.53 Providing and fixing ISI marked oxidised M.S. pressed Parliamentary hinges with necessary screws etc. complete : 9.53.1 150x125x27x2.80 mm 9.53.2 125x125x27x2.80 mm 9.53.3 100x125x27x2.80 mm 9.53.4 75x100x20x2.24 mm 257 9.54 Providing and fixing ISI marked oxidised M.S. single acting spring hinges with necessary screws etc. complete : 9.54.1 150 mm 9.54.2 125 mm 9.54.3 100 mm 258 9.55 Providing and fixing oxidised M.S. double acting spring hinges with necessary screws etc. complete. 9.55.1 150 mm 9.55.2 125 mm 9.55.3 100 mm 259 9.56 Providing M.S. Piano hinges ISI marked IS: 3818 finished with nickel plating and fixing with necessary screws etc., complete. 9.56.1 Overall width 35 mm. 9.56.2 Overall width 50 mm. 9.56.3 Overall width 65 mm. 260 9.57 Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete: 9.57.1 300x16 mm 9.57.2 250x16 mm 261 9.58 Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete : 9.58.1 250x10 mm 9.58.2 200x10 mm 9.58.3 150x10 mm 9.58.4 100x10 mm 262 9.59 Providing and fixing ISI marked 85x42mm oxidised M.S. pull bolt lock conforming to IS: 7534 with necessary screws bolts, nut and washers etc. complete 263 9.60 Providing and fixing ISI marked oxidised M.S. door latches conforming to IS:5930 with screws etc. complete : 9.60.1 300x20x6 mm 9.60.2 250x20x6 mm 264 9.61 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete : 9.61.1 125 mm 9.61.2 100 mm 9.61.3 75 mm 265 9.62 Providing and fixing oxidised M.S. hasp and staple (safety type) conforming to IS : 363 with necessary screws etc. complete : 9.62.1 150 mm 9.62.2 115 mm 9.62.3 90 mm 266 9.63 Providing and fixing oxidised M.S. casement stays (straight peg type) with necessary screws etc. complete. 9.63.1 300 mm weighing not less than 200 gms. 9.63.2 250 mm weighing not less than 150 gms. 9.63.3 200 mm weighing not less than 120 gms. 267 9.64 Providing and fixing oxidised M.S. Safety chain with necessary fixtures for doors. (Weighing not less than 450 gms.) 268 9.65 Providing and fixing ISI marked stainless steel sliding door bolts with nuts and screws etc. complete: 9.65.1 300x16 mm 9.65.2 250x16 mm 269 9.66 Providing and fixing ISI marked stainless steel tower bolt black finish, (Barrel type) with necessary screws etc. complete : 9.66.1 250x10 mm 9.66.2 200x10 mm 9.66.3 150x10 mm 9.66.4 100x10 mm 270 9.67 Providing and fixing ISI marked 85x42mm stainless steel pull bolt lock with necessary screws bolts, nut and washers etc. complete. 271 9.68 Providing and fixing ISI marked stainless steel door latches with screws etc. complete : 9.68.1 300x20x6 mm 9.68.2 250x20x6 mm 272 9.69 Providing and fixing ISI marked stainless steel handles with necessary screws etc. complete : 9.69.1 125 mm 9.69.2 100 mm 9.69.3 75 mm 273 9.70 Providing and fixing stainless steel hasp and staple (safety type) conforming to IS specification with necessary screws etc. complete : 9.70.1 150 mm 9.70.2 115 mm 9.70.3 90 mm 274 9.71 Providing and fixing stainless steel casement stays (straight peg type) conforming to IS specification with necessary screws etc. complete. 9.71.1 300 mm weighing not less than 200 gms. 9.71.2 250 mm weighing not less than 150 gms. 9.71.3 200 mm weighing not less than 120 gms. 275 9.72 Providing and fixing stainless steel safety chain with necessary fixtures for doors. Conforming to IS specification (Weighing not less than 450 gms.) 276 9.73 Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete : 9.73.1 125x64x1.90 mm 9.73.2 100X58X1.90 mm 9.73.3 75x47x1.80 mm 9.73.4 50x37x1.50 mm 277 9.74 Providing and fixing IS : 12817 marked stainless steel butt hinges (heavy weight) with stainless steel screws etc. complete : 9.74.1 125x64x2.50 mm 9.74.2 100x60x2.50 mm 9.74.3 75x50x2.50 mm 278 9.75 Providing and fixing 50 mm Stainless steel cup board or wardrobe knob with necessary screws (best make of approved quality) 279 9.76 Providing and fixing Stainless steel hanging type floor door stopper with necessary screws, etc. complete. 280 9.77 Providing and fixing bright finished brass butt hinges with necessary screws etc. complete : 9.77.1 125x85x5.5 mm (heavy type) 9.77.2 125x70x4 mm (ordinary type) 9.77.3 100x85x5.5 mm (heavy type) 9.77.4 100x70x4 mm (ordinary type) 9.77.5 75x65x4 mm (heavy type) 9.77.6 75x40x2.5 mm (ordinary type) 9.77.7 50x40x2.5 mm (ordinary type) 281 9.78 Providing and fixing bright finished brass parliamentary hinges with necessary screws etc. complete : 9.78.1 150x125x27x5 mm 9.78.2 125x125x27x5 mm 9.78.3 100x125x27x5 mm 9.78.4 75x100x20x3.2 mm 282 9.79 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : 9.79.1 400x10 mm 9.79.2 250x10 mm 9.79.3 200x10 mm 9.79.4 150x10 mm 9.79.5 100x10 mm 283 9.80 Providing and fixing bright finished brass door latch with necessary screws etc. complete. 9.80.1 300x16x5 mm 9.80.2 250x16x5 mm 284 9.81 Providing and fixing bright finished brass handles with necessary screws etc. complete. 9.81.1 125 mm 9.81.2 100 mm 9.81.3 75 mm 285 9.82 Providing and fixing bright finished brass sliding door bolts with nuts and screws etc complete. 9.82.1 300x16mm 9.82.2 250x16mm 286 9.83 Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles with necessary screws etc. complete (best make of approved quality). 287 9.84 Providing and fixing bright finished brass 100 mm mortice latch and lock ISI marked with six levers and a pair of anodised (anodic coating not less than grade AC 10 as per IS : 1868) aluminium lever handles with necessary screws etc. complete (Best make of approved quality). 288 9.85 Providing and fixing bright finished brass 100 mm mortice latch with one dead bolt and a pair of lever handles with necessary screws etc. complete (best make of approved quality). 289 9.86 Providing and fixing bright finished brass night latch including necessary screws etc. complete (best make of approved quality). 290 9.87 Providing and fixing special quality bright finished brass cupboard or wardrobe locks with four levers including necessary screws etc. complete (best make of approved quality) : 9.87.1 40 mm 9.87.2 50 mm 9.87.3 65 mm 9.87.4 75 mm 291 9.88 Providing and fixing 50 mm bright finished brass cup board or wardrobe knob with necessary screws (best make of approved quality) 292 9.89 Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. 293 9.90 Providing and fixing bright finished brass casement window fastener with necessary screws etc. complete. 294 9.91 Providing and fixing bright finished brass casement stays (straight peg type) with necessary screws etc. complete : 9.91.1 300 mm weighing not less than 330 gms 9.91.2 250 mm weighing not less than 280 gms 9.91.3 200 mm weighing not less than 240 gms 295 9.92 Providing and fixing bright finished brass hasp and staple (safety type) with necessary screws etc. complete: 9.92.1 150 mm 9.92.2 115 mm 9.92.3 90 mm 296 9.93 Providing and fixing Cromium plated brass hanging type floor door stopper with necessary screws, etc. complete. 297 9.94 Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm) with necessary accessories and screws etc. complete. 298 9.95 Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm) with double speed adjustment with necessary accessories and screws etc. complete. 299 9.96 Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles with necessary screws etc. complete (best make of approved quality). 300 9.97 Providing and fixing chromium plated brass 100 mm mortice latch with one dead bolt and a pair of lever handles with necessary screws etc. complete (best make of approved quality). 301 9.98 Providing and fixing chromium plated brass night latch including necessary screws etc. complete (Best make of approved quality). 302 9.99 Providing and fixing special quality chromium plated brass cupboard locks with six levers including necessary screws etc. complete (Best make of approved quality) of : 9.99.1 Size 40 mm 9.99.2 Size 50 mm 9.99.3 Size 65 mm 9.99.4 Size 75 mm 303 9.100 Providing and fixing chromium plated brass 50 mm cupboard or wardrobe knobs with nuts complete. 304 9.101 Providing and fixing chromium plated brass sliding door bolts ISI marked with nuts and screws etc complete. 9.101.1 300x16mm 9.101.2 250x16mm 305 9.102 Providing and fixing chromium plated brass tower bolts ISI marked with nuts and screws etc complete. 9.102.1 400X10mm 9.102.2 300x10mm 9.102.3 250x10mm 9.102.4 200x10 mm 9.102.5 150x10 mm 9.102.6 100x10 mm 306 9.103 Providing and fixing chromium plated brass door latch ISI marked with necessary screws etc complete. 9.103.1 300x16x5mm 9.103.2 250x16x5mm 307 9.104 Providing and fixing chromium plated brass night latch ISI marked with necessary screws etc complete. 308 9.105 Providing and fixing chromium plated brass handles with necessary screws etc. complete: 9.105.1 125 mm 9.105.2 100 mm 9.105.3 75 mm 309 9.106 Providing and fixing chromium plated brass casement window fastener with necessary screws etc. complete. 310 9.107 Providing and fixing chromium plated brass casement stays (straight peg type) with necessary screws etc. complete : 9.107.1 300 mm weighing not less than 330 gms 9.107.2 250 mm weighing not less than 280 gms 9.107.3 200 mm weighing not less than 240 gms 311 9.108 Providing and fixing ISI marked aluminium butt hinges anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour or shade with necessary screws etc. complete: Note:- Aluminum hinges shall not be used in wooden shutters. 9.108.1 125x75x4 mm 9.108.2 125x63x4 mm 9.108.3 100x75x4 mm 9.108.4 100x63x4 mm 9.108.5 100x63x3.2 mm 9.108.6 75x63x4 mm 9.108.7 75x63x3.2 mm 9.108.8 75x45x3.2 mm 312 9.109 Providing and fixing aluminium sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete: 9.109.1 300x16 mm 9.109.2 250x16 mm 313 9.110 Providing and fixing aluminium tower bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete: 9.110.1 400X10mm 9.110.2 300x10 mm 9.110.3 250x10 mm 9.110.4 200x10 mm 9.110.5 150x10 mm 9.110.6 100x10 mm 314 9.111 Providing and fixing aluminium pull bolt lock anodised ISI marked (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade with necessary screws bolts, nut and washers etc. complete. 315 9.112 Providing and fixing 50cm long aluminium kicking plate 100x3.15 mm anodised (anodic coating not less than grade AC 10 as per IS :1868) transparent or dyed to required colour or shade with necessary screws etc. complete. 316 9.113 Providing and fixing aluminium handles ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete: 9.113.1 125 mm 9.113.2 100 mm 9.113.3 75 mm 317 9.114 Providing and fixing aluminium hanging floor door stopper ISI marked anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour and shade with necessary screws etc. complete. 9.114.1 Single rubber stopper 9.114.2 Twin rubber stopper 318 9.115 Providing and fixing aluminium casement window stays ISI marked anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour and shade with necessary screws etc. complete. 319 9.116 Providing and fixing aluminium tee channels (heavy duty) with rollers, stop end in pelmets as curtain rod. 320 9.117 Providing and fixing aluminum U beading of required size to Pre-laminated /flush door shutter including fixing etc. complete as per direction of Engineer-in-charge. 321 9.118 Providing and fixing PTMT handles with necessary screws etc. complete. 9.118.1 125x34x24 mm weighing not less than 23 gms. 9.118.2 150x34x24 mm weighing not less than 26 gms. 322 9.119 Providing and fixing PTMT Butt hinges with necessary screws etc. complete. 9.119.1 75x60x10 mm fitted with 5.5 mm dia M.S. Bright Bar Rod weighing not less than 34 gms. 9.119.2 100x75x10 mm fitted with 5.5 mm dia MS Bright Bar Rod weighing not less than 53 gms. 323 9.120 Providing and fixing PTMT Tower Bolts with 12 mm one piece rod inside and necessary screws etc., complete. 9.120.1 152x42x18 mm weighing not less than 60 gms. 9.120.2 202x42x18 mm weighing not less than 78 gms. 324 9.121 Providing and fixing PTMT door catcher of length 72 mm and dia. of 42 mm with suitable washers weighing not less than 33 gms. 325 9.122 Providing and fixing PTMT hanging type floor door stoper with necessary screws etc complete. 326 9.123 Providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge with wire of dia 0.5 mm and average width of aperture 1.4 mm in both directions for doors, windows and clerestory windows with necessary screws: 9.123.1 35 mm thick shutters with ISI marked M.S. pressed butt hinges bright finished of required size. 9.123.1.1 Second class teak wood. 9.123.1.2 Kiln seasoned and chemically treated Haldu, Kail, Bija wood. 9.123.1.3 Kiln seasoned selected class of sheesham wood. 9.123.2 35 mm thick shutters with ISI marked stainless steel butt hinges of required size. 9.123.2.1 Second class teak wood. 9.123.2.2 Kiln seasoned and chemically treated Haldu, Kail, Bija wood. 9.123.2.3 Kiln seasoned selected class of sheesham wood. 9.123.3 30 mm thick shutters with ISI marked M.S. pressed butt hinges bright finished of required size. 9.123.3.1 Second class teak wood. 9.123.3.2 Kiln seasoned and chemically treated Haldu, Kail, Bija wood. 9.123.3.3 Kiln seasoned selected class of sheesham wood. 9.123.4 30 mm thick shutters with ISI marked stainless steel butt hinges of required size. 9.123.4.1 Second class teak wood. 9.123.4.2 Kiln seasoned and chemically treated Haldu, Kail, Bija wood. 9.123.4.3 Kiln seasoned selected class of sheesham wood. 327 9.124 Providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.50 mm all complete. 9.124.1 With 2nd class teak wood beading 62x19 mm. 9.124.2 With 12 mm mild steel U beading. 328 9.125 Providing and fixing Bamboo jaffery/ fencing consisting of superior quality 25mm dia (Average) half cut bamboo placed vertically and fixed together with three numbers horizontal running members of Haldu, Kail, Bija wood in scantling of section 50x25mm fixed with nails and G.I wire on existing support complete as per direction of Engineer-in-charge. 329 9.126 Providing and fixing wooden moulded corner beading of triangular shape to the junction of panelling etc. with iron screws, plugs and priming coat on unexposed surface etc. complete 2nd class teak wood. 50x50mm (base and height). 330 9.127 Providing and fixing 2nd class teak wood lipping/ moulded beading or Taj beading of size 18x5mm fixed with wooden adhesive of approved quality and screws/ nails on the edges of the Pre-laminated particle board as per direction of Engineer- in-charge. 331 9.128 Providing and fixing bright finished 100mm mortice lock with 6 levers without pair of handles for aluminium door with necessary screws etc complete (Best make of approved quality) as per direction of Engineer-in-charge. 332 9.129 Providing and fixing magnetic catcher in cupboard / ward robe shutters including fixing with necessary screws etc. complete (Best make of approved quality). 9.129.1 Triple strip vertical type. 9.129.2 Double strip (horizontal type). 333 9.130 Providing and fixing magic eye in door shutters including fixing. Complete (Best make of approved quality). 334 9.131 Providing and fixing powder coated telescopic drawer channels with necessary screws etc. complete as per directions of Engineer-in-charge. 9.131.1 300mm long 9.131.2 450mm long 9.131.3 500mm long 335 9.132 Providing and fixing sliding arrangement in racks/ cupboards/cabinets shutter by P/F stainless steel rollers to run inside C or E aluminium channel section (The payment of C or E channel shall be made separately) 336 9.133 Providing and fixing 12mm thick panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25mm to 40mm thick. 9.133.1 Marine plywood conforming to IS: 710 9.133.2 Fire retardant plywood conforming to IS: 5509. 337 9.134 Providing and Fixing decorative high pressure laminated sheet of plain / wood grain in gloss / matt / suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 Type S including cost of adhesive of approved quality. 9.134.1 1.5 mm thick. 9.134.2 1.0 mm thick. 338 9.135 Providing and fixing cup board shutters 25mm thick, with Pre-laminated flat pressed three layer particle board or graded wood particle board IS: 12823 marked exterior grade (Grade l Type ll) having one side decorative lamination and other side balancing lamination including IInd class teak wood lipping of 25mm wide x12 mm thick with necessary screws and bright finished stainless steel piano hinges complete as per direction of the Engineer-in-Charge. 339 9.136 Providing and fixing cup board shutters with 25mm thick veneered particle board IS : 3097 marked exterior grade (Grade I) of approved make including IInd class teak wood lipping of 25mm wide x 12 mm thick with necessary screws and bright finished stainless steel piano hinges complete as per direction of Engineer-in- Charge. 9.136.1 With decorative veneering on one side and commercial veneering on other side. 9.136.2 With non decorative veneering on both sides. 340 9.137 Providing and fixing factory made shutters of 25 mm thick Pre-laminated particle board flat pressed three layer or graded wood particle board with one side decorative finish and other side balancing lamination conforming to IS: 12823 Grade l Type ll, of approved design, and edges sealed with water resistant paint and lipped with aluminium U type edge beading all- round the shutter, including fixing with angle cleat, grip strip, cadmium plated steel screws including fixing of aluminium hinges 100x63x4 mm etc. complete as per architectural drawing and direction of Engineer-in-Charge (Cost of U beading and hinges will be paid for separately). 341 9.138 Providing and fixing in wall lining MDF board medium density fibre board IS: 14587:1998 marked, Pre-laminated one side decorative lamination and other side balancing lamination, with necessary fixing arrangement and screws etc. complete. 9.138.1 12 mm thick. 9.138.2 18 mm thick. 9.138.3 25 mm thick. 342 9.139 Providing and fixing 25mm thick pre- laminated medium density fibre board exterior grade(Grade-I) IS:14587:1998 marked one side decorative to be sealed with PVC edge bending tape 2.00 mm thick of approved brand including ISI marked nickeled plated bright finishing M.S. piano hinges IS:3818 marked with necessary screwed complete 343 9.140 Providing and fixing skirting with Pre- laminated medium density fibre board exterior grade (Grade-I) IS: 14587:1998 marked, with necessary fixing arrangements and screws, including drilling necessary holes for rawl plugs etc. and edges to be sealed with PVC edge bending tape 2.00 mm thick of approved brand complete. 9.140.1 18 mm thick 9.140.2 25 mm thick 344 9.141 Providing and fixing partition upto ceiling height consisting of G.I. frame and required board including providing and fixing of frame work made of special section power pressed/ roll form G.I. sheet to be provided at the horizontal joints of two boards, fixed to the studs using metal to metal flat head screws, including jointing and finishing to a flush finish with recommended jointing compound, jointing tape, angle beads at corner (25 mm x 25 mm x 0.5 mm), joint finisher and two coats of primer suitable for board as per manufactures specification and direction of engineer in charge all complete. 9.141.1 75mm overall thickness partition with 12.5 mm thick double skin fire rated glass reinforced gypsum (GRG) plaster board conforming to IS: 2095: part 3 1996 Board with BIS certification marks. 9.141.2 75mm overall thickness partition with 12.5 mm thick double skin tapered edged plain Gypsum plaster board conforming to IS:2095: part I 1996 Board with BIS certification marks. 9.141.3 66mm overall thickness Partition with 8mm thick double skin Calcium Silicate Board made with Calcareous and Siliceous materials reinforced with cellulose fiber manufactured through autoclaving process with Compressive Strength 225 kg/sq.cm, Bending Strength 100 kg./sq.cm. 9.141.4 66mm overall thickness partition using 8mm thick double skin non- asbestos multipurpose cement board reinforced with cellulose fibre manufactured through autoclaving process (High pressure steam cured) as per IS: 14862 with suitable fibre cement screw. 9.141.5 68mm overall thickness partition using 9mm thick Heavy Duty Fibre Cement Board double skin non asbestos, reinforced with cellulose fibre,manufactured through autoclaving proces(High presssure steam cured)Type A, Category 4 conforming to IS 14862:2000. (for wet areas) 9.141.6 70 mm overall thickness Partition using 10mm thick double skin non-asbestost multipurpose termite, fire & moisure resistance (acoustic 30db) cement bonded particle board as per IS: 14276 with suitable cement bonded board screw. 345 9.142 Providing and fixing, in position concealed G.I. section for wall paneling using board of required thickness fixed on the W profile (0.55mm thick ) having a knurled web of 51.55mm and two flanges of 26mm each with lips of 10.55 mm, placed @ 610mm C/C with fully threaded self- tapping dry wall screws. Board is fixed to the W profile with 25 mm countersunk ribbed head screws @ 200mm C/C., all complete as per the drawing and directions of engineer-in-charge the joints of the boards are finished with specially formulated jointing compound and 48mm wide jointing tape to provide seamless finish. 9.142.1 10 mm thick tapered edge calcium silicate board made with calcareous and siliceous materials reinforced with cellulose fibre manufactured through autoclaving process to give stable crystalline structure, with compressive strength 225 kg/sq.cm, Bending strength 100 kg/sq.cm. 9.142.2 12 mm thick Gypsum board conforming to IS: 2095 Part-I. 9.142.3 8 mm thick non-asbestost multipurpose termite, fire & moisure resistance cement bonded particle board as per IS: 14276 with suitable cement bonded board screw. 9.142.4 8mm Both side Factory Prelamianted cement bonded particle board as per IS: 15786. 9.142.5 9mm thick non asbestos,heavy duty fibre cement board reinforced with cellulose fibre manufactured through autoclaving process(High pressure steam cured) Type A,Category 4, conforming to IS 14862. 346 9.143 Providing and fixing frame work for partitions/ wall lining etc. made of 50x50x1.6mm hollow MS tube, placed along the walls, ceiling and floor in a grid pattern with spacing @ 60 cm centre to centre both ways (vertically and horizontally ) including making provision for opening for doors, windows, electrical conduits, switch boards etc., including providing with two coats of approved steel primer etc. complete, all as per direction of Engineer- in-charge. 347 9.144 Providing and fixing panelling or paneling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (area of opening for panel inserts excluding portion inside grooves or rebated to be measured). Panelling for panelled and glazed shutters 25mm to 40mm thick: Pre-laminated with decorative lamination on both side exterior Grade - I MDF Board 12 mm thick confirming to IS:14587 348 9.145 Providing and fixing Pre -laminated medium density fibre board exterior grade (Grade-I) IS: 14587:1998 marked, to frame, backing or studding with screws etc. complete (Frames, backing or studding to be paid separately). 9.145.1 Board 12 mm thick 9.145.2 Board 18 mm thick 349 9.146 Providing and fixing Pre-laminated medium density fibre board IS: 14587:1998 marked, with one side decorative lamination other side balancing lamination Grade-I(exterior grade) in shelves with screws and fittings wherever required, edges to be sealed with PVC edge bending tape 2.00 mm thick of approved brand (fittings to be paid separately). 9.146.1 18 mm thick 9.146.2 25 mm thick 350 9.147 Providing and Installation of acoustical wall panelling fabric finish hardened square edge, FR grade fabric (colour as approved by Egnineer in charge) wrapped soft fibre core (glass fibre) panel having metal framing, of size 600x2100x25mm having density 100-120Kgs/ m3, weight 3.0kg/m2 NRC up to 0.9 installed by using impaling clip. Impaling clips are attached directly to the wall/frame work with the points extending outward. Then panels shall positioned and pressed into place. 351 9.148 Providing and installation of acoustical wall panelling wood finish Slats made out of HDF board , Melamine / veneer laminated finish, perforated wooden grooved slats (2mm grooves @ 8mm centers) / (2mm Slats @16mm pitch) / (2mm grooves @ 32mm centers) / (2mm grooves @ 64mm centers), Aluminium core cross channel having thickness 0.5mm, length 2400mm, web 15mm and 27mm, depth 18mm and flanges of 7mm with suitable edge and centre brackets is then fixed perpendicular to the cross channel with the help of fasteners at every 400mm centers. Contractor to Provide expansion joints of 3mm at every 5mts bothways. 352 9.149 Providing and installation of paintble acoustic wall panelling consisting of strand kerfed edge paint finished as approved by Engineer in charge. magnesite bonded wood fiber panels of size 600x2400x20mm having density 400kg/m3, weight 8- 20kg/m2 which is fixed to GI strut system. fastened to wall positioned horizontally in a regular manner at 600mm centers. PVC Vinyl core UV treated H-Spline having thickness 2mm and length 2400mm to be fixed perpendicular to the Cross channel at 600mm centers. The Kerfed edge panels shall be then inserted into the H-spline against wall to perfect fit. 9.149.1 Wt. 8.20 kg/m2 9.149.2 Wt. 4.2 kg/m2 353 9.150 Providing and fixing plain lining with necessary screws/nuts and bolts/ nails including a coat of approved primer on one face and fixed on wooden /steel frame work complete as per direction of Engineer-incharge. (Frame work shall be paid forseparately) 9.150.1 12mm thick commercial ply conforming to IS: 1328 BWR type. 9.150.2 18mm thick commercial ply conforming to IS: 1328 BWR type. 354 9.151 Providing and Installation of acoustic wall panelling consisting of Soak Coard of selected colours as approved by Engineer in charge. Kerf edge Fabric wrapped wood fiber panels of size 600x2400x20mm having density 400Kgs/m3, weight 4- 20kg/m2 installed by using GI strut system. PVC Vinyl core UV treated H-Spline having thickness 2mm and length 2400mm to be fixed perpendicular to the Cross channels at 600mm centers. Kerfed edge Fabric wrapped panels shall be then inserted into the H-spline against wall to perfect fit. 355 9.152 Providing and Installation of acoustic wall panelling consisting of Soak Cord of selected colours as approved by Engineer in charge, square edge Fabric wrapped wood fiber panels of size 600x1200x10mm having density 400Kgs/m3, weight 4- 20kg/m2 installed by using GI struts,Z bars. GI Z bars having 40mm height, thickness 1.2mm is first fixed behind the panels by identifying resin spots by using suitable fasteners.Clean exposed surfaces of wall and ensure walls are in plumb line before installing on wall (provide necessary packing shims if required). Soak cord square edge panels shall be slided into the Z bars fixed on wall. 356 9.153 Providing and installation of acoustic wall panelling consisting of Stretch NRC by using FR Grade NRC fabric of size 1700mm width, shall be stretched by using wooden base 10mm thick, rigid vinyl Stretch Tracks half wrap/ full wrap 25mm and Midseam 300mm centers. The fabric is stuck on the Align Tape (by removing the protective cover) at the same time as being stretched and tucked into the Stretch tracks and secure into the locking jaws so that it will be smooth, free of wrinkles with the tucking tools. Note -minimum 50mm additional fabric is required for tucking hence maximum module width would be 1600mm. 357 9.154 Providing and Installation of wall panelling consisting of Square edge Magnesia core panels of size 1100x2400x8mmmm having density 1000kgs/m3, weight 8kg/m2 installed by using GI Strut system. The GI struct system includes Cross channel having thickness 0.45mm, length 3600mm, knurled web 40, depth 10mm and equal flanges of 15mm is fastened to wall positioned horizontally in a regular manner at 600mm c/c. The panels to be fixed on the cross channel with suitable fasteners. 358 9.155 Supplying and installation of magnesia block 66 mm thick drywall partition including Framework includes Floor/ Head GI channels having thickness 0.5mm, length 3600mm, equal flanges of 32mm and web of 50mm fixed to floor and ceiling with suitable fasteners at 300mm centers staggered. Second layer of magenesia oxide block 8mm thick should be fixed other side of the frame work similar fashion as the first layer. 3mm gap should be maintained between boards.3 mm gap shall be filled with jointing compound. Magnesia oxide block shall have following physical charecterstics. 9.155.1 Using 8mm thick magnesia block 9.155.2 Using10mm thick magnesia block 9.155.3 Using12mm thick magnesia block 9.155.4 Using12mm thick magnesia block 359 9.156 Add extra for providing and fixing Thermal insulation by providing 50mm thick synth PF having dencity 1000 GSM within the cavity held in position by using chicken wire mesh/ cross bracing/ pasting to the wall. 360 9.157 Providing and laying Gypsum panel partitions 100mm thick with water proof Gypsum panels of size 666x500x100mm, made of calcite phosphor Gypsum fixed with tongue and groove, jointed with bonding plaster as per manufacturers specifications in superstructure above plinth level up to floor II level. Gypsum blocks will have a minimum compressive strength of 9.3 kg/cm2. 361 9.158 Providing and fixing factory made UPVC door frame made of UPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frame reinforced by galvanized M.S. tube of size 19 X 19mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturers specification and direction of Engineer-in-charge: 9.158.1 Extruded section Profile size 48x40 mm. 9.158.2 Extruded section Profile size 42x50 mm. 362 9.159 Providing and fixing Panelled UPVC door shutter to existing door frames. 24 mm thick factory made UPVC door shutters made of styles and rails of a UPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm) with inbuilt edging on both sides. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturers specification and direction of Engineer-in-charge. (For W.C. and bathroom door shutter). 363 9.160 Providing and fixing UPVC panelled door shutter UPVC 30 mm thick factory made PVC or UPVC door shutter made of styles and rails of a UPVC hollow section of size 60x30 mm and wall thickness 2 mm (± 0.2 mm), The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturers specification and direction of Engineer-in-charge. 364 9.161 Providing and fixing 25mm thick PVC flush door shutters made out of a one piece Multi chamber extruded PVC section of the size of 762mmx25mm or less as per requirement with an average wall thickness of 1mm (± 0.3mm). PVC foam end cap of size 23x10mm are provided on both vertical edges to ensure the overall thickness of 25mm. The Top and Bottom edges of the shutter are covered with an end-cap of the size 25mmx11mm. Door shutter shall be reinforced with special polymeric reinforcements as per required specification and direction of Engineer-in- charge to take up necessary hardware and fixtures. Stickers indicating the locations of hardware will be pasted at appropriate places. 365 9.162 Providing and fixing 37 mm thick factory made PVC door shutter, styles and rails made of PVC hollow section of size 100mmx37mm with wall thickness 2mm (±0.2mm), with inbuilt bead on one side, styles and rails mitered cut and joint at the corners by means of 2 nos. of plastic brackets of size 100mmx37mm, wall thickness 2mm (+0.2mm) will be fixed to the vertical styles. Providing with PVC snapfit beads and panel of size 100mmx20 mm, and inserting 2 nos. tie bar of 6 mm dia and fastening with nuts and washers complete, all as per manufacturers specification and direction of Engineer-in-charge. 366 9.163 Providing and Fixing, factory made, PVC door frame made of PVC extruded sections of size 75mmx53 mm, having wall thickness 2.0mm (±0.2mm). Both verticals sides of the frame reinforced with PVC profile of cross section size 28mm x 30mm x2mm thickness (± 0.2 mm) and 75mmx200 mm long, including reinforcing both ends of the top frame with PVC profile. PVC Door Frame and PVC reinforcement profile to be mitred cut jointed and fusion welded together, including providing and fixing 3 nos. of 125mm long stainless steel hinges to frame, fixing the frame with jamb with required nos. and sizes of anchor dash fastener, all complete as per manufacturers specification and direction of engineer-in-charge. 367 9.164 Providing and fixing 37 mm thick factory made PVC Door shutter, styles and rails made of PVC hollow extruded printed and laminated section having overall dimension 115mm x 37mm with wall thickness , panels of 100 x 20 mm printed and laminated and inserting 2 nos. 6 mm dia. bright steel rod horizontally with both side threaded and tightened with check nuts and washers complete, all as per manufacturers specification and direction of Engineer-in-Charge. 368 9.165 Providing and fixing factory made P.V.C. door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos. of 150mm long brackets of 15x15mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100mm size, complete as per manufacturers specification and direction of Engineer-in- Charge. 369 9.166 Providing and fixing factory made 30 mm thick PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19mm x 19mm for styles and 15x15mm for top and bottom rails. M.S. frame shall have a coat of steel primers and joined together with solvent cement adhesive. An additional 5mm thick PVC strip of 20mm width is to be stuck on the interior side of the C Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge. Manufacturer’s specification and drawing. 9.166.1 Plain PVC door shutters. 9.166.2 Pre laminated PVC door shutters. 370 9.167 Providing and fixing factory made door frame (single rebate) made out of single piece extruded solid PVC foam profile with homogenous fine cellular structure having smooth outer integral skin having 62 mm width and 32 mm thickness, frame will be mitred and Jointed with self driven self tapping screws of size 38 mm x 4 mm and PVC solvent cement, including fixing the frame to wall with suitable dia and length anchor fastener as per manufacturer’s specification and direction of Engineer-in-charge. 371 9.168 Providing and fixing factory made 30 mm thick door shutter made of solid PVC foam profile. The styles and rails shall be of size 75 mmx30 mm having wall thickness 5 mm. The styles, top and bottom rails shall have one side wall thickness of 15 mm integrally extruded in the middle of the lock rail and fixed with styles with the help of PVC solvent cement and self driven self tapping screws of size 100 mmx8 mm complete as per manufacturers specifications and direction of Engineer-in-charge: 9.168.1 Non decorative finish. 9.168.2 Decorative finish (both side wood grained finish). 372 9.169 Providing and fixing factory made single extruded WPC(Wood Polymer Composite) solid door/window/ceosetory windows and other frames/chowkhat comprising of virgin polymer of K value 58-60 of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S. hold fast/lugs/S.S.dash fasteners of required dia and length complete as per direction of Engineer-in-Charge. (M.S. hold fast/lugs or S.S. dash fasteners shall be paid separately) 9.169.1 Single rebate (75 mm X 50 mm) 9.169.2 Single rebate (100 mm X50 mm) 9.169.3 Single or double rebate (125 mm X 65 mm) 373 9.170 Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice .husk/wheat husk) and non toxic additives property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-InCharge. (Note: stainless steel butt hinges and necessary S.S screws shall be paid separately) 9.170.1 24 mm thick WPC (Wood polymer composite) solid plain flush door shutter 9.170.2 28 mm thick WPC (Wood polymer composite) solid plain flush door shutter 9.170.3 30 mm thick WPC (Wood polymer composite) solid plain flush door shutter 9.170.4 35 mm thick WPC (Wood polymer composite) solid plain flush door shutter 374 9.171 Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid decorative type flush door shutter of required size comprising of virgin polymer of K value 58-60 of approved design pasted with hot melt adhesive on both faces of shutter and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-InCharge. (Note: stainless steel butt hinges and necessary S.S screws shall be paid separately). 9.171.1 30 mm thick WPC (Wood Polymer Composite) solid decorative type flush door shutter 9.171.2 35 mm thick WPC (Wood Polymer Composite) solid decorative type flush door shutter 375 9.172 Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid board one side white colour and other side of board laminated with PVC foil of minimum 14 micron thickness of approved design pasted with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel piano hinges/soft close clip on concealed hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In-Charge. (Note: stainless steel piano hinges/soft close clip on concealed hinges and necessary S.S screws shall be paid separately) 9.172.1 18 mm thick 9.172.2 25 mm thick 376 9.173 Providing and fixing factory made single extruded WPC (Wood polymer composite solid plain white color board for backing of cupboards and bathrooms/ kitchen cabinets etc. of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel screws etc. all as per direction of Engineer-in-Charge. (Note: stainless steel screws shall be paid separately) 9.173.1 6 mm thick 9.173.2 12 mm thick 377 9.174 Providing and fixing factory made 18 mm thick single extruded WPC (Wood Polymer Composite) solid plain white colour board Jali CNC (Computer numeric control) routed of approved design by Engineer-in -charge which are machine cut for duct/shaft covering, partitions and facades comprising of virgin polymer of K value 58-60 of approved steel primer, placed at grid made at 1.0 x 1.0 m or as per requirement at site with necessary stainless steel fasteners and SS screws etc., all complete as per direction of Engineer-In-Charge. (Note: M.S (mild steel) framework with priming coat and necessary SS fasteners and SS screws shall be paid separately. 378 9.175 Providing and fixing PVC Door Frame of size 50x47mm with a wall thickness of 5 mm (±0.2 mm) made out of single piece extruded PVC profile, with mitred cut joints and joint with 2nos of PVC bracket of size 40x20mm M.S. rectangular tube of 0.8 mm , including providing EPDM rubber gasket weather seal throughout the frame, including jointing 5mm PVC frame strip with PVC solvent cement on the back of the profile. The door frame to be fixed to the wall using 8x100mm long anchor fasteners complete, all as per manufacturer’s specification and direction of Engineer -in- charge. 379 9.176 35 mm thick factory made Solid panel PVC Door shutter made out of single piece extruded soild PVC profiles, 5mm (±0.2mm) thick, having styles and rails (except lock rail) of size 95 mmx 35 mm x 5 mm, out of which 75 mm shall be flat and 20 mm shall be tapered (on both side), having one side thickness of 15 mm solid core in middle of rail section integrally extruded, fixing the styles and rails with the help of solvent and self driven self tapping screws of 125 mm x11 mm, including providing 5mm Single piece solid PVC extruded sheet inserted in the door as panel, all complete as per manufacturers specification and direction of Engineer-in- charge. 9.176.1 Non decorative finish (matt finish). 9.176.2 Decorative finish (wood grained finish). 380 9.177 Providing and fixing PVC rigid foam sheet 1mm thick on existing door shutters (bathroom and W.C. doors) using synthetic rubber based adhesive. 381 9.178 Providing and fixing Fibre Glass Reinforced plastic (FRP) Door Frames of cross-section 90mm x 45mm having single rebate of 32mmx15mm to receive shutter of 30mm thickness .The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat .Doorframe laminate shall be 2mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fibreglass from all sides. MS stat shall be provided 382 9.179 Providing and fixing to existing door frames. 30 mm thick glass Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5mm thick FRP laminate for panels conforming to IS: 14856 including fixing to frames. 383 9.180 Providing and fixing door frame FRP 30mm thick fiberglass reinforced Plastic (F.R.P.) flush door shutter in different plain and wood inish made with fire retardant grade unsaturated polyurethane foam (PUF)/Polystyrene foam to be used as filler material throughout the hollow panel, casted monolithically with testing parameters of F.R.P. laminate conforming to table - 3 of IS: 14856, complete as per direction of Engineer-in-charge. 384 9.181 Providing and fixing factory made Fibreglass Reinforced plastics (F.R.P.) chajja 4mm thick of required colour, size and design made by Resin Transfer Moulding (RTM) FRP Chajja should be manufactured using unsaturated Polyester resin as per IS: 6746 duly reinforced with fibre glass chopped strand mat (CSM) as per IS: 11551 complete with protective Gel coat U/V coating on Top for complete resistance from the extreme of temperature, weather and sunlight. 385 9.182 Providing and fixing fire resistant door frame of section 143x57 mm having built in rebate made out of 16 SWG G.I.sheet (zinc coating not less than 120 gm/sqm) duly filled with vermuculite based of size 10x4 mm (minimum) alround the frame and fixing with dash fastener of approved size and make, including applying a coat of approved brand fire resistant primer etc. complete as per direction of Engineer-in- charge (Dash fastener to be paid for separately). 386 9.183 Providing and fixing 50 mm thick glazed fire resistant door shutters of 60 minutes fire rating conforming to IS:3614 (Part-II) tested and certified as per laboratory approved by Engineer-in-charge with suitable mounting on door frame, consisting of vertical styles, lock rail, top rail 100mm wide, bottom rail 200mm wide, made out of 16 SWG G.I.sheet (zinc coating not less than 120 gm/m2) duly filled FR insulation material and fixing with necessary stainless steel ball bearing hinges of approved make, including applying a coat of approved fire resistant primer etc. all complete as per direction of Engineer-in-charge (panneling to be paid for separately). 387 9.184 Providing and fixing glazing in fire resistant door shutters, fixed panels, ventilators and partitions etc., with G.I. beading of appropriate size made out of 20 SWG G.I.sheet (zinc coating not less than 120 gm/m2), fire resistant sealant, including applying a coat of approved fire resistant primer on G.I. beading etc. complete all as per direction of Engineer- in-charge. With clear fire resistant glass panes 6mm thick of approved brand, having minimum 60 minutes fire resistance. 388 9.185 Providing and fixing panic bar / latch (Double point) fitted with a single body, Trim Latch and Lock on back side of the Panic Latch of reputed brand and manufacture to be approved by the Engineer- in- charge, all complete. 389 9.186 Providing and Fixing factory made UPVC door frame made of UPVC exturded sections, of size 65 mmx55 mm with wall thickness 2.0 mm (±0.2 mm), corners of the door frame to be mitred cut and jointed with plastic brackets and stainless steel screws, reinforcing hinge side vertical of the frames with PVC profile of Size 28 mmx30 mm having wall thickness 2 mm (±0.2mm), including providing and fixing 3 nos. of 125 mm long stainless steel hinges to the frame, fixing the frame with jamb with required number and size of anchor dash fastners, all complete as per manufacturers specification and direction of Engineer-in-charge. 390 9.187 Providing and Fixing, UPVC factory made, white colour casement/sliding window and door made of extruded profiles. Profiles of frames and sash will be mitered cut and fusion welded at all corners including drilling of holes for fixing hardware and drainage of water etc., making arrangement for fixing of hardware, EPDM gasket, 1.2 ± 0.2mm thick galvanised steel profile to be inserted in required profile, frame will be fixed to the wall with 8 mmx100 mm long fasteners, all complete as per direction of Engineer-in-charge. (Glazing, hardware hinges and fitting etc. to be paid separately.) 9.187.1 Casement Window (Outward/Inward opening) with hinge System. 9.187.1.1 Frame (50 mm x 50mm) 9.187.1.2 Sash (Style and Rail) (62 mm x 34 mm) 9.187.1.3 Mullion (intermediate Section) (66mm x 50 mm) 9.187.1.4 ‘T Profile (one vertical length in between two shutters) (24mm x 34.5mm) 9.187.1.5 Glazing bead (12mm x 18mm) 9.187.2 Casement Window (With friction hinge and outward opening) 9.187.2.1 Casement Frame (67mm x 62mm) 9.187.2.2 Casement Window Sash/Mullion (67mm x75mm) (style, rail and intermediate section) 9.187.2.3 Casement Glazing bead (35mm x 18 mm) 9.187.3 Sliding Window (Two Track, 2/4 Shutters) 9.187.3.1 Two Track Sliding Frame (67mm x 52mm) 9.187.3.2 Sliding window Sash (60mm x 44mm) 9.187.3.3 Sliding Interlock for Window (one vertical length in each shutter)(45.5 mm x 28 mm) 9.187.3.4 Sliding Glazing bead (35 mm x 18 mm) 9.187.4 Sliding Door (Two Track, 2/4 Shutters) 9.187.4.1 Two Track Sliding Frame (67mm x 52mm) 9.187.4.2 Sliding Door Sash (80mm x 44mm) 9.187.4.3 Sliding Interlock for Door (one vertical length in each shutter) (45.5 mm x 28 mm) 9.187.4.4 Sliding Glazing bead (35 mm x 18 mm) 391 9.188 Providing and fixing stainless steel (SS- 304 grade) friction hinges to the side/ top hung UPVC windows, of approved quality with necessary stainless steel screws etc. as per direction of Engineer-in-charge. 9.188.1 200 x 19 x 1.9 mm 9.188.2 250 x 19 x 1.9 mm 9.188.3 300 x 19 x 1.9 mm 9.188.4 350 x 19 x 1.9 mm 9.188.5 400 x 19 x 1.9 mm 392 9.189 Providing and fixing casement handle made of zinc alloyed (white powder coated) for UPVC casement window with necessary screws etc. complete. 393 9.190 Providing and fixing zinc alloyed (white powder coated) touch lock for UPVC sliding window with necessary screws etc. complete. 394 9.191 Providing and fixing steel roller for UPVC sliding window with necessary screws etc. complete. 395 9.192 Providing and fixing steel roller for UPVC sliding door with necessary screws etc. complete. 396 9.193 Providing and fixing steel (white powder coated) crescent lock for UPVC sliding window/ door with necessary screws etc. complete. 397 9.194 Providing and fixing factory made UPVC white colour casement/casement cum fixed glazed windows comprising of UPVC multi-chambered frame, sash and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealant shall be paid separately) Note: For UPVC frame, sash and mullion extruded profiles minus 5% tolerancein dimension i.e. in depth & width of profile shall be acceptable. Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. 9.194.1 Casement window single panel with S.S. friction hinges (300 x 19 x 1.9 mm), made of (small series) frame 47 x 50 mm & sash 47 x 68 mm both having wall thickness of 1.9 ± 0.2 mm and single glass pane glazing bead of appropriate dimension. (Area of window upto 0.75 sqm.) 9.194.2 Casement window double panels with S.S. friction hinges (300 x 19 x 1.9 mm) made of (small series) frame 47 x 50 mm, sash 47 x 68 mm & mullion 47 x 68 mm all having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension. (Area of window above 0.75 sqm upto 1.50 sqm). 9.194.3 Casement window double panels with top fixed with S.S. friction hinges (350 x 19 x 1.9 mm) made of (small series) frame 47 x 50 mm, sash 47 x 68 mm & mullion 47 x 68 mm all having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension. (Area of window upto 2.50 sqm). 9.194.4 Casement window single panel with S.S. friction hinges (400 x 19 x 1.9 mm) made of (big series) frame 67 x 60 mm & sash 67 x 80 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 0.75 sqm.) 9.194.5 Casement window duble panel with S.S. friction hinges (400 x 19 x 1.9 mm) made of (big series) frame 67 x 60 mm & sash 67 x 80 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 1.50 sqm.) 9.194.6 Casement cum fixed panel window having both and single casement panel, middle fixed panels and at top completely fixed ventilator with S.S. friction hinges (350 x 19 x 1.9 mm) made of (big series) frame 67 x 60 mm & sash 67 x 80 mm & mullion 67 x 80 all having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 3.00 sqm. Upto 5.00 sqm.) 398 9.195 Providing and fixing factory made UPVC white colour fixed glazed windows/ ventilators comprising of UPVC multi- chambered frame and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to UPVC profile), UPVC extruded glazing beads of appropriate dimension, EPDM gasket, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic capsof approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealant shall be paid separately). Note: - For UPVC frame, sash and mullion extruede profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. 9.195.1 Fixed window / ventilator made of (small series) frame 47 x 50 mm & mullion 47 x 68 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension. (Area upto 0.75 sqm.) 399 9.196 Providing and fixing made UPVC white colour casement/ casement cum fixed glazed door comprising of UPVC multi- chambered frame, sash and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length of approved quality, all complete as per approved drawing & direction of Engineer- in-Charge. (Single / double glass panes and silicon sealent shall be paid separately). Note: - For UPVC frame, sash and mullion extruede profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. 9.196.1 Casement door with 3D hinges made of (big series) frame 67 x 64 mm & sash 67 x 110 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of door upto 2.00 sqm). 9.196.2 Casement door with top hung ventilator with 3D and S.S. friction hinges (400 x 19 x 1.9 mm) made of (big series) frame 67 x 64 mm, sash 67 x 110 mm & mullion 67 x 80 mm all having wall thickness of 2.3 ±. 0.2 mm and single glazing bead /double glazing bead of appropriate dimension. (Area of door upto 2.50 sqm). 400 9.197 Providing and fixing factory made UPVC white colour sliding glazed window upto 1.50 m in height dimension comprising of UPVC multi-chambered frame with in- built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes, wire mesh and silicon sealent shall be paid separately) Note: - For UPVC frame, sash and mullion extruede profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. 9.197.1 Two track two panels sliding window made of frame 52 x 44 mm &sash 32 x 60 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension. (Area of window upto 1.75 sqm) 9.197.2 Three track three panels sliding window with fly proof SS wire mesh (Two nos. glazed & one no. wire mesh panels) made of frame 92 x 44 mm & sash 32 x 60 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension (Area of window upto 1.75 sqm). 9.197.3 Two track two panels sliding window made of frame 67 x 50 mm & sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension (Area of window above 1.75 sqm upto 2.50 sqm). 9.197.4 Three track three panels sliding window with fly proof S.S wire mesh (Two nos. glazed & one no. wire mesh panels) made of frame 116 x 45 mm & sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead/double glazing bead of appropriate dimension. (Area of window above 1.75 sqm). 9.197.5 Three track three panels sliding window made of frame 116 x 45 mm & sash 46 x 62 mm both having wall thickness of 2.3 ±0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 1.75 sqm) 401 9.198 Providing and fixing factory made UPVC white colour sliding glazed window above 1.50 m in height dimension comprising of UPVC multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes, wire mesh and silicon sealent shall be paid separately). Note: - For UPVC frame, sash and mullion extruede profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. 9.198.1 Two track two panels sliding window made of frame 67 x 50 mm & sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 2.50 sqm upto 4.00 sqm). 9.198.2 Two track four panels sliding window made of frame 67 x 50 mm & sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 4.00 sqm upto 8.00 sqm). 402 9.199 Providing and fixing factory made UPVC white colour sliding glazed door comprising of UPVC multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section madAfter fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer- in-Charge. (Single / double glass panes, wire mesh and silicon sealent shall be paid separately).Note: - For UPVC frame and sash extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. 9.199.1 Two track two panels sliding door made of frame 67 x 50 mm & sash 46 x 82 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of door above 2.00 sqm upto 10.00 sqm). 9.199.2 Two track four panels sliding door made of frame 67 x 50 mm & sash 46 x 82 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of door above 8.00 sqm upto10.00 sqm). 9.199.3 Three track three panels sliding door made of frame 116 x 45 mm & sash 46 x 82 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead/ double glazing bead of appropriate dimension. (Area of door above 5.00 sqm) 9.199.4 Three track three panels sliding door with fly proof S.S wire mesh (Two nos. glazed & one no. wire mesh panels) made of frame 116 x 45 mm & sash 46 x 82 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of door above 2.00 sqm upto 5.00 sqm) 403 9.200 Providing and fixing 30mm thick factory made solid panel prelaminated PVC internal door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 40mm x 20mm for styles top, lock and bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture PVC beading as gap insert below top and bottom rail joined together using solvent cement adhesive. An additional 5mm thick Prelaminated PVC strip of 20mm width is to be stuck on the interior side of the ‘C’ channel using PVC solvent cement adhesive etc. complete as per direction of Engineer-in- charge. Manufacturer’s specification and drawing. 30 mm thick pre laminated PVC door shutters. 404 9.201 Providing and fixing factory made integral PVC flush door shutter made from rigid PVC foam sheet (Single Extruded) with density not less than 600 kg/cum, conforming to IS: 2380 part 14 for screw holding strength with Celluka finish surfaces on both sides at the manufacturing process itself, manufactured by an ISO : 9001 -2000 certified company. 9.201.1 24 to 25 mm thick plain solid PVC flush door shutter 9.201.2 28 to 30 mm thick plain solid PVC flush door shutter 405 9.202 Providing and fixing factory made pre laminated solid PVC flush door shutters 28 to 30 mm thick made from co-extruded three layer rigid PVC foam sheet with density not less than 600 kg/cum, conforming to IS: 2380 part 14, for screw holding strength and outer layers laminated on both sides by laminated sheet with density not less than 1400 kg/cum, lamination shall be at the manufacturing process itself and manufactured by an ISO: 9001-2000 certified company. 9.202.1 1mm thick laminated sheet 9.202.2 0.12 mm thick laminated sheet 406 9.203 Providing and fixing ISI marked factory made flush door shutters conforming to IS: 2202(Part-I) laminated type, core of block board construction with kiln seasoned and chemically treated 2nd class hard wood battens with well matched 3mm thick commercial 3ply veneering consisting of vertical grains, cross bands withing frame of door/cupboards and shall be stamped by the manufacturer to display name of manufacturer, batch number of product and conformity with IS: 2202. The rate shall be inclusive of all material and labour complete and as per specification and dirction of Engineer-in-Charge. 9.203.1 35mm thick including 4 nos. 100mm long, ISI marked heavy weight (2.5mm thick) Stainless steel butt hinges with necessary screws. 9.203.2 35mm thick including 3 nos. 100mm long, ISI marked heavy weight (2.5mm thick) Stainless steel butt hinges with necessary screws. 9.203.3 25mm thick (for cupboard) including 3 nos. 75mm long, ISI marked heavy weight (2.5mm thick) nickel plated bright finished M.S. piano hinges with necessary screws. 407 9.204 Providing and fixing ISI marked factory made flush door shutters conforming to IS: 2202(Part-I) non decorative type, core of block board construction with kiln seasoned and chemically treated 2nd class hard wood battens (strips) and frame of kiln seasoned and chemically treated, finger jointed cross bands including all material and labour complete as per specification and direction of engineer-in- charge. Spacing of finger joints in wood as above shall not be less than 50cm. Each shutter shall be factory made to the exact opening size within frame of doors/cupboards and shall be stamped by the manufacturer to display name of manufacturer, batch number of product and confirmity with IS:2202. 9.204.1 35mm thick including 4 nos. 100mm long, ISI marked heavy weight (2.5mm thick) Stainless steel butt hinges with necessary. 9.204.2 30mm thick including 3 nos. 100mm long, ISI marked heavy weight (2.5mm thick) Stainless steel butt hinges with necessary screws. 9.204.3 25mm thick including 3 nos. 100mm long, ISI marked heavy weight (2.5mm thick) Stainless steel butt hinges with necessary screws. 408 9.205 Deduct for not providing 2nd class teak wood batten lipping in factory made shutters i.e. item no 9.203 and 9.204. 409 9.206 Providing & fixing acrylic solid surface in thickness 4/6/12 mm of approved colour made out of non-porous surfacing material homogeneously composed of ± 1/3 acrylic resin (also known as PolyMethyl Methacrylate -PMMA), and ± 2/3 NO extra shall be paid for joint adhesive, silicon or related accessories and for transportation. Item should cover 5 years, commercial warranty of product as per FCWS norms. The product should be UV protected for exterior applications & LGA hyginene tested anti bacterial for health care application areas. Area of application are Table Tops, Exterior facade cladding, health care areas like modular operation theater hospital scrubs, wash basins, partition & paneling, laboratory commercial show room, hotels, office & residential areas. 9.206.1 Acrylic Solid Surface sheet – Glacier white designer white 9.206.1.1 6 mm thick sheet 9.206.1.2 12 mm thick sheet 9.206.2 Acrylic Solid Surface sheet - Any Solid colours/Hospital use Medi Blue 9.206.2.1 6 mm thick sheet 9.206.2.2 12 mm thick sheet 9.206.3 Acrylic Solid Surface sheet - Any other 9.206.3.1 6 mm thick sheet 9.206.3.2 12 mm thick sheet 410 9.207 Providing and fixing of 8 mm thick non asbestos multipurpose board reinforced with cellulose fibers for wall cladding will consist of following operations:1. Fixing of a layer of 6mm Moisture/fire Resistance Heavy Duty fibre cement Boards over above mentioned 6 mm heavy duty fibre cement board with the help of 25mm self drilling, self tapping Fibre Cement screws @ 300mm c/c. All external corners are to be protected with the use of suitable corner profile of GI or PVC. All above operation is to be done in order and as directed by Engineer-in-Charge.(frame work to be paid separately). 411 9.208 Providing and fixing IS marked factory made veneer High Density Fibre (HDF) flush door shutters conformity to IS: 15380(2003), eco-friendly, termite resistant, borer free, anti warping phenol formaldehyde (PF), decorative designe moulded or rate shall be inclusive of all material and labour complete as per specifications and direction of engineer-in-charge. Material supply company’ gujcon, century, green shall be registered by Bureau of Indian Standards, Member of Indian Green Building Council, ISO 9001, ISO 14001 (Environment management system), National small industries corporation(NSIC), SME Rating Agency of Indian Ltd.(SMERA), Dun and Bradstreet (D&B). 9.208.1 35 mm thick including 4 nos 100 mm long ISI marked heavy weight (2.5 mm thick) Stainless Steel butt hinges with necessary screws. 9.208.2 30 mm thick including 3 nos 100 mm long ISI marked heavy weight (2.5 mm thick) Stainless Steel butt hinges with necessary screws. 9.208.3 25 mm thick ISI marked heavy weight nickel plated bright finished M.S. piano hinges with screws. 412 9.209 Providing and fixing IS marked factory made veneer High Density Fibre (HDF) flush door shutters conformity to IS:15380(2003), eco-friendly, termite resistant borer free, anti warping phenol formaldehyde (PF), non decorative designe moulded and labor complete as per specifications and direction of engineer-in- charge. Material supply company shall be registered by Bureau of Indian Standards, Member of Indian Green Building Council, ISO 9001, ISO 14001 (Environment management system), National small industries corporation(NSIC), SME Rating Agency of Indian Ltd.(SMERA), Dun and Bradstreet (D&B). 9.209.1 35 mm thick including 4 nos 100 mm long ISI marked heavy weight (2.5 mm thick) Stainless Steel butt hinges with necessary screws. 9.209.2 30 mm thick including 3 nos 100 mm long ISI marked heavy weight (2.5 mm thick) Stainless Steel butt hinges with necessary screws 9.209.3 25 mm thick ISI marked heavy weight nickel plated bright finished M.S. piano hinges with screws. 413 9.210 Providing and fixing IS marked factory made High Density Fibre (HDF) flush door shutters conformity to IS:15380(2003), eco-friendly, termite resistant borer free, anti warping phenol formaldehyde (PF), 2 and 4 Panel designe moulded or plain construction with particle board shall be inclusive of all material and labour complete as per specifications and direction of engineer-in-charge. Material supply company shall be registered by Bureau of Indian Standards, Member of Indian Green Building Council, ISO 9001, ISO 14001 (Environment management system), National small industries corporation(NSIC), SME Rating Agency of Indian Ltd.(SMERA), Dun and Bradstreet (D&B). 9.210.1 35 mm thick including 4 nos 100 mm long ISI marked heavy weight (2.5 mm thick) Stainless Steel butt hinges with necessary screws. 9.210.2 30 mm thick including 3 nos 100 mm long ISI marked heavy weight (2.5 mm thick) Stainless Steel butt hinges with necessary screws. 414 9.211 HDF decorative prelaminated pine wood panel door with glass / wiremash:- Providing and fixing IS marked factory made veneer High Density Fibre (HDF) flush door shutters conformity to IS:15380(2003), eco-friendly, termite resistant borer free, anti warping phenol formaldehyde (PF), The rate shall be inclusive of all material and labour complete as per specifications and direction of engineer-in-charge. Material supply company shall be registered by Bureau of Indian Standards, Member of Indian Green Building Council, ISO 9001, ISO 14001 (Environment management system), National small industries corporation(NSIC), SME Rating Agency of Indian Ltd.(SMERA), Dun and Bradstreet (D&B). 9.211.1 35 mm thick including 4 nos 100 mm long ISI marked heavy weight (2.5 mm thick) Stainless Steel butt hinges with necessary screws. 9.211.2 30 mm thick including 3 nos 100 mm long ISI marked heavy weight (2.5 mm thick) Stainless Steel butt hinges with necessary screws. 415 9.212 Providing and fixing IS marked factory made veneer High Density Fibre (HDF) flush door shutters conformity to IS:15380(2003), eco-friendly, termite resistant borer free, anti warping phenol formaldehyde (PF), . The rate shall be inclusive of all material and labour complete as per specifications and direction of engineer-in-charge. Material supply company shall be registered by Bureau of Indian Standards, Member of Indian Green Building Council, ISO 9001, ISO 14001 (Environment management system), National small industries corporation(NSIC), SME Rating Agency of Indian Ltd.(SMERA), Dun and Bradstreet (D&B). 9.212.1 35 mm thick including 4 nos 100 mm long ISI marked heavy weight (2.5 mm thick) Stainless Steel butt hinges with necessary screws. 9.212.2 32 mm thick including 3 nos 100 mm long ISI marked heavy weight (2.5 mm thick) Stainless Steel butt hinges with necessary screws. 9.212.3 25 mm thick ISI marked heavy weight nickel plated bright finished M.S. Piano hinges with screws. 416 9.213 Non Decorative Pine Wood Flush Door:- Providing and fixing ISI marked factory made flush door shutters conforming to IS: 2202 (Part I) non decorative type, core of block board construction with kiln seasoned and chemically treated 1st class pine wood battens (strips) and chemically treated, finger jointed all material and labour complete as per specification and direction of engineer- in-charge. Spacing of finger joints in wood as above shall not be less than 50 cm. Each shutter shall be factory made to the exact opening size within frame of doors/ cupboards and shall be stamped by the manufacturer to display name of manufacturer, batch number of product and conformity with IS:2202 9.213.1 35 mm thick including 4 nos. 100 mm long, ISI marked heavy weight (2.5mm thick) Stainless Steel butt hinges with necessary screws. 9.213.2 30 mm thick including 3 nos. 100 mm long, ISI marked heavy weight (2.5mm thick) Stainless Steel butt hinges with necessary screws. 9.213.3 25mm thick (for cupboard) including 3 nos. 75 mm long, ISI marked heavy weight (2.5mm thick) nickel plated bright finished M.S. piano hinges with necessary screws. 417 9.214 Providing and fixing ISI marked factory made flush door shutters conforming to IS: 2202 (Part I) laminated type, core of block board construction with kiln seasoned and chemically treated 1st class pine wood battens (strips) and frame of kiln seasoned sheet shall be as per IS: 2046 type S of approved quality. Each shutter shall be factory made to the exact size (opening) within frame of doors/ cupboards and shall be stamped by the manufacturer to display name of manufacturer, batch number of product and conformity with IS:2202. The rate shall be inclusive of all material and labour complete and as per specification and direction of engineer-in- charge. 9.214.1 35 mm thick including 4 nos. 100 mm long, ISI marked heavy weight (2.5mm thick) Stainless Steel butt hinges with necessary screws. 9.214.2 30 mm thick including 3 nos. 100 mm long, ISI marked heavy weight (2.5mm thick) Stainless Steel butt hinges with necessary screws. 9.214.3 25mm thick (for cupboard) including 3 nos. 75 mm long, ISI marked heavy weight (2.5mm thick) nickel plated bright finished M.S. piano hinges with necessary screws. 418 9.215 Providing and fixing ISI marked factory made flush door shutters conforming to IS: 2202 (Part I) laminated type, core of block board construction with kiln seasoned and chemically treated 1st class pine wood battens (strips) and frame of kiln seasoned within frame of doors/ cupboards and shall be stamped by the manufacturer to display name of manufacturer, batch number of product and conformity with IS:2202. The rate shall be inclusive of all material and labour complete and as per specification and direction of engineer-in-charge. 9.215.1 35 mm thick including 4 nos. 100 mm long, ISI marked heavy weight (2.5mm thick) Stainless Steel butt hinges with necessary screws. 9.215.2 30 mm thick including 3 nos. 100 mm long, ISI marked heavy weight (2.5mm thick) Stainless Steel butt hinges with necessary screws. 9.215.3 25mm thick (for cupboard) including 3 nos. 75 mm long ISI marked heavy weight (2.5mm thick) nickel plated bright finished M.S. piano hinges with necessary screws. 419 9.216 Providing and fixing ISI marked factory made flush door shutters conforming to IS: 2202 (Part I) veneer decorative type, core of block board construction with kiln seasoned and chemically treated 1st class pine wood battens (strips) s and commercial grade face veneers on both outer faces of shutters including kiln seasoned and chemically treated, finger jointed all material and labour complete as per specification and direction of engineer-in- charge. Spacing of finger joints in wood as above shall not be less than 50 cm. Each shutter shall be factory made to the exact opening size within frame of doors/ cupboards and shall be stamped by the manufacturer to display name of manufacturer, batch number of product and conformity with IS:2202. 9.216.1 35 mm thick including 4 nos. 100 mm long, ISI marked heavy weight (2.5mm thick) Stainless Steel butt hinges with necessary screws. 9.216.2 30 mm thick including 3 nos. 100 mm long, ISI marked heavy weight (2.5mm thick) Stainless Steel butt hinges with necessary screws. 9.216.3 25mm thick (for cupboard) including 3 nos. 75 mm long, ISI marked heavy weight (2.5mm thick) nickel plated bright finished M.S. piano hinges with necessary screws. 420 9.217 Providing and fixing factory made solid Foam uPVC profile for kitchen cabinet frame (45 x 20 mm) of approved shade, quality and make. The profile shall be laminated on both sides,made from rigid foam sheets (Single extruded) having density 600 Kg/cum and the exposed edges sealed with PVC edge beading of same shade and colour. The frame shall be fire retardent with necessary screw holding capacity. Frame shall be fixed to wall using Expendable Fastne with necesary stainless steel screws, all complete as per direction of Engineer-in-charge. 421 9.218 Providing and fixing factory made Kitchen Cabinet Shutter/Partition 20 mm nominal thickness of approved shade, quality and make, made from rigid foam sheets (Single extruded) having density 600 Kg/cum and laminated on both side by laminate Sheet/PVC foil lamination. The exposed edges shall be sealed with PVC edge beading of same shade and colour. The shutter shall be fire retardent having necessary screw holding capacity.Shutter shall be fixed to frame using approved hinges with necessary stainless steel screws, all complete as per direction of Engineer-in-charge. 422 10.1 Structural steel work in single section fixed with or without connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 423 10.2 Structural steel work using M.S. flats, angles, channels I-section, H-section etc. riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 424 10.3 Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2mm and braced with flat iron diagonals 20x5mm size with top and bottom rail of T-iron 40x40x6mm with 40mm dia steel pulleys complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer. Rate includes recess cutting in floor and making good the same wherever required. 425 10.4 Providing and fixing 1mm thick M.S. sheet sliding-shutters with frame and diagonal braces of 40x40x6mm angle iron, 3mm M.S.gusset plates at the junction and corners 25mm dia pulley,40x40x6mm angle and T-iron guide at the top and bottom respectively including applying a priming coat of approved steel primer. 426 10.5 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x5mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. 10.5.1 Using M.S. angels 40x40x6mm for diagonal braces 10.5.2 Using flats 30x6mm for diagonal braces and central cross piece. 427 10.6 Supplying and fixing rolling shutters of approved make, made of required size M.S. laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 27.5cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to I.S. 4454- part-1 and M.S. top cover of required thickness for rolling shutters. 10.6.1 80x1.25mm M.S. laths with 1.25 mm thick top cover. 10.6.2 80x1.20 mm M.S. laths with 1.20 mm thick top cover. 10.6.3 80x0.90 mm M.S. laths with 0.90 mm thick top cover. 428 10.7 Extra for providing suitable mechanical device chain and crank operation for operating rolling shutters. 10.7.1 Exceeding 10.00 sqm and upto 16.80 sqm in the area. 10.7.2 Exceeding 16.80 sqm in area. 429 10.8 Extra for providing grilled rolling shutters manufactured out of 8 mm dia. M.S. bar instead of laths as per design approved by Engineer-in-Charge. (Area of grill to be measured). 430 10.9 Providing and fixing ball bearing for rolling shutters. 431 10.10 Providing and fixing factory made ISI marked glazed steel doors, windows and ventilators side /top /centre hung with beading and Z-section all members such as F7D, F4B, K11 B and K12 B and other tubular section member etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design (sectional weight of only steel members shall be measured for payment). 10.10.1 Fixing with 15x3 mm lugs 10 cm. long embedded in cement concrete block 15x10x10 cm of Cement Concrete 1:3:6 (1 Cement : 3 sand : 6 graded stone aggregate 20 mm nominal size). 10.10.2 Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately). 10.10.3 Extra for providing and fixing steel beading of size 10x10x1.6mm (box type) approved shape and section with screws instead of glazing clips and metal sash putty in steel doors, windows, ventilators and composite units. 432 10.11 Providing and fixing L-iron or T-iron frames for doors, windows and ventilators of mild steel L-section or T-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 10.11.2 Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately). 433 10.12 Providing and fixing pressed steel door frames made of 1.6 mm thick steel profile conforming to IS: 4351 manufactured from commercial mild steel sheet including hinges, jamb, lock jamb, M.S. pressed butt hinges, with mortar guards, lock strike-plate and shock absorbers as specified filling the frame with Cement Concrete 1:3:6 at site before fixing (cost of concrete to be paid separately) fixing with adjustable lugs (200 mm long & 1.0 mm thick) and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in- charge: 10.12.1 Profile B of 1.60mm thick single rebate of size 80mmx50mm 10.12.1.1 Fixing with adjustable lugs with split end tail to each jamb. 10.12.1.2 Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately). 10.12.2 Profile C of 1.60mm thick single rebate of size 100mmx50mm 10.12.2.1 Fixing with adjustable lugs with split end tail to each jamb. 10.12.2.2 Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately). 10.12.3 Profile E of 1.60mm thick double rebate of size 115mmx50mm 10.12.3.1 Fixing with adjustable lugs with split end tail to each jamb. 10.12.3.2 Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately). 10.12.4 Profile B of 1.25mm thick single rebate of size 80mmx50mm 10.12.4.1 Fixing with adjustable lugs with split end tail to each jamb. 10.12.4.2 Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately). 10.12.5 Profile C of 1.25mm thick single rebate of size 100mmx50mm 10.12.5.1 Fixing with adjustable lugs with split end tail to each jamb. 10.12.5.2 Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately). 10.12.6 Profile E of 1.25mm thick double rebate of size 115mmx50mm 10.12.6.1 Fixing with adjustable lugs with split end tail to each jamb. 10.12.6.2 Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately). 434 10.13 Providing and fixing M.S. Tubular frames and shutters or frames only or shutters only for doors, windows, ventilators and cupboard with any sections, made of 1.60 mm or 1.25 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size as per drawing, including fixing of necessary butt hinges, stays and screws and applying a priming coat of approved steel primer excluding cost of all fittings such as handles, tower bolts, sliding door bolts, latches etc. and panels. 10.13.1 Fixing with 15x3 mm lugs 10 cm. long embedded in cement concrete block 15x10x10 cm of Cement Concrete 1:3:6 (1 Cement : 3 sand : 6 graded stone aggregate 20 mm nominal size). 10.13.2 Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately). 435 10.14 Steel work in built up M.S. tubular section (round, square or rectangular hollow tubes etc.) trusses/frame work etc. including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 10.14.1 Hot finished welded type tubes 10.14.2 Hot finished seamless type tubes 10.14.3 Electric resistance or induction butt welded tubes. 436 10.15 Design, supply, fabrication, taransportion and erection of structural steel/mild steel built-up sections for steel building in column, rafter, truss, floor joist, wind bracings, tie beam, foundation bolts, fasteners etc. Including two coats of Epoxy paint and one coat of primer. These structural steel/built-up sections shall be manufactured using advanced CNC Plasma/Oxy Acetylene cutter and H Beam Welding line. Welding shall be in full depth on both sides of the plate adopting relevant I.S Code. 437 10.16 Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar bent to shape with hooked ends in R.C.C. slabs, beams during laying including painting the exposed portion of loop, all as per standard design complete. 438 10.17 Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp of internal dia 140mm, 73mm height, top lid of 1.5mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3mm dia. round headed screws, one lock at the corners. Clamp shall be made of 16mm dia M.S. bar bent to shape as per standard drawing. 439 10.18 Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. 440 10.19 Providing and fixing bolts including nuts and washers complete. 441 10.20 Providing and fixing M.S. rivets of sizes in position. 442 10.21 Welding by gas or electric plant including transportation of plant at site etc. complete. 443 10.22 Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 10.22.1 In stringers, treads, landings etc. of stair cases including use of chequered plate wherever required, all complete. 10.22.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. 444 10.23 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying a priming coat of approved steel primer. 10.23.1 M.S. tube. 10.23.2 E.R.W. tubes. 445 10.24 Providing and fixing carbon steel galvanised (minimum coating 5 micron) dash fastener of 10 mm dia double threaded 6.8 grade (yield strength 480 N/mm2), counter sunk head, comprising of 10 mm dia polyamide PA 6 grade sleeve, including drilling of hole in frame, concrete/ masonry, etc. as per direction of Engineer-in-charge. 10.24.1 10x60 mm 10.24.2 10x80 mm 10.24.3 10x120 mm 10.24.4 10x140 mm 10.24.5 10x160mm 446 10.25 Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc. including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete i/c fixing the railing with necessary accessories and stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge. (For payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) 447 10.26 Providing and fixing fly proof wire gauze to windows, clerestory windows and doors with M.S. Flat 15x3mm and nuts and bolts complete. 10.26.1 Galvanised M.S. Wire gauze with 0.63mm dia wire and 1.4 mm aperture on both sides 10.26.2 Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides. 448 10.27 Providing and fixing glass panes/ steel sheet/ fibre sheet with putty and glazing clips in steel doors, windows, clerestory windows all complete. 10.27.1 With 4.0 mm thick glass panes 10.27.2 With 5.50 mm thick glass panes 10.27.3 With 1mm thick mild steel sheet i/c 10x10x1.6mm box beading. 10.27.4 With 2mm thick fibre reinforced polymer (FRP) sheet i/c 10x10x1.6mm box beading. 10.27.5 With 1mm thick Galvanised steel sheet i/c 10x10x1.6mm box beading. 10.27.6 With 4mm thick cement fibre board conforming to IS 14862:2000 of category type A grade i/c 10x10x1.6mm box beading. 10.27.7 With 6mm thick cement fibre board conforming to IS 14862:2000 of category type A grade i/c 10x10x1.6mm box beading. 10.27.8 With 8mm thick cement fibre board conforming to IS 14862:2000 of category type A grade i/c 10x10x1.6mm box beading. 449 10.28 Add extra for providing and fixing froasted glass instead of float glass. 10.28.1 With 4.0 mm thick glass panes. 10.28.2 With 5.5 mm thick glass panes. 450 10.29 Supplying at site: 10.29.1 R.C.C. Standards post/ struts/rails/ poles of mix 1:1.5:3 (1 cement : 1.5 sand : 3 graded stone aggregate 12.5 mm nominal size) with wooden plugs or 6mm bar nibs wherever required as per direction of Engineer-in-charge including fixing (cost of earth works in excavation, concrete works in foundation to be paid separately). 10.29.2 Angle iron post and strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete. (cost of earth work in excavation and concrete work in foundation to be paid separately) 10.29.3 Supplying at site -Welded steel wire fabric of required width having rectangular mesh painted with two or more coats of enamel paint of approved shade over a coat of primer (Priming painting to be paid for separately). 451 10.30 Supplying and fixing turn buckles and straining bolts for barbed wire fencing. (Labour rate only). 452 10.31 Fencing with R.C.C. post placed at required distance, embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post one side between the two posts fitted and fixed with G.I. staples on wooden plugs or G.I. binding wire tied to 6 mm bar nibs fixed while casting the post (cost of R.C.C. posts, struts, earth work and concrete to be paid for separately) with GI barbed wire. 453 10.32 Fencing with barbed G.I. wire angle iron post placed fitted to at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately):- Payment to be made per metre cost of total length of barbed wire used. 454 10.33 Fixing Welded steel wire fabric fencing with posts of specified material and of standard design placed and embedded in cement concrete blocks 45x45x60cm of mix 1:5:10 (1cement :5 sand :10 graded stone aggregate 40mm nominal size) every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and struts embedded in cement concrete blocks 70x45x50cm of the same mix, provided with welded steel wire fabric fixed between the posts fitted and fixed with G.I. staples on wooden plugs or tied to 6 mm bar nibs with G.I. binding wire (cost of posts, painting, earth work in excavation and cement concrete to be paid for separately). (Labour rate only). 455 10.34 Providing and fixing G.I. or PVC coated G.I.wire chain link fabric fencing of required width and mesh size including strengthening with 2mm dia wire or nuts, bolts and washers as required complete with posts of specified material and of standard design placed and embedded in cement concrete blocks 45x45x60cm of mix 1:5:10 (1cement :5 sand :10 graded stone aggregate 40mm nominal size) every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and struts embedded in cement concrete blocks 70x45x50cm of the same mix, as per the direction of Engineer- in-charge. (Cost of post, painting earthwork & c.c. to be paid separately) 10.34.1 Made of G.I. wire. 10.34.2 Made of G.I. wire, PVC coated to achieve outer dia. not less than 5mm in required colour and shade. 456 10.35 Providing and fixing G.I. chain link fabric fencing of required width in mesh size 25x25 mm made of G.I. wire of dia. 3mm including strengthening with 2mm dia. wire or nuts, bolts and washers as required complete, with posts of specified material and of standard design placed and embedded in cement concrete blocks 45x45x60cm of mix 1:5:10 (1cement :5 sand : 10 graded stone aggregate 40mm nominal size) every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and struts embedded in cement concrete blocks 70x45x50cm of the same mix, as per the direction of Engineer-in- Charge. (cost of post painting earth work & C.C. to be paid separately) 457 10.36 Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length (total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron Y shaped placed 2.4m or 3.00m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5 mm thick) wire of high tensile strength of 165 kg/ sq mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately). 458 10.37 Providing and fixing of ISI marked insulated fire rated GI Sheet doors conforming to FD 120-PI classification of IS 3614:2021 with fire rating of 120 minutes integrity and 30 minutes insulation. The factory manufactured door frame and shutter assembly shall be made out of minimum 120 GSM coating as per IS: 277. Door and frame should be finished with powder coating in standard RAL shade finish having DFT of minimum 30 microns. The door should carry a minimum 500 Hrs of salt spray test. All accessories like hardware, vision panel, fire & smoke seal etc to be supplied by Fire door manufacturer only as per the guidelines laid down in IS 3614:2021.Every door must carry a label confirming to type of door & its fire rating. The Door frame shall be single rebate grooved profile of size minimum 125 mm x 75mm made out of 1.50mm minimum thick galvanized steel sheet. Frames shall be butt / mitered joint and field assembled with bolting system. Frames to have inbuilt grooved to accommodate Intumescent fire seal strip. Frames to have inbuilt grooved to accommodate Intumescent fire seal strip of size 10x4mm. All provisions should be mortised & provided with necessary inbuilt reinforcement to receive appropriate hardware. Frames should be provided with back plate bracket for anchor fastner with 8-10 mm dia and minimum 80 mm long HDG fasteners, with Polyamide sleeves (Payable in extra item) for installation of frame in finished plastered masonary wall opening. Note:- For grouting of Steel frames in masonary installations ;cement slurry of 1:3 ratio by civil contractor/fire rated PU foam or such fire rated material may be recommended except head member(Payable in extra item). Door leaf should be minimum 60mm thick fully flush double skin door. Door leaf must be manufactured from minimum 1.2mm thick galvanised steel sheet. The infill material shall be mineral wool of minimum density 96 kg/cum. All doors shall befactory prepped for receiving appropriate hardware and provided with necessary reinforcement for hinges, locks, and door closers. The edges should be interlocked with a bending radius of 1.4mm. For double leaf doors integrated astragals has to be provided on the meeting stile for both active and inactive leaf.The shutters shall be mounted to the frame with SS 304 grade ball bearing type hinges of size 100x 89x3 mm along with all suitable hardware (Payable in extra item).Vision lite size 185x285 (max area up to 0.06sqm) wherever applicable should be provided with single layered clear fire rated glass panes as per guidelines laid down under IS 3614 : 2021 vide clause no. 7.2.7 table no. 2 with a clip on arrangement. The glass will be provided with fire rated ceramic tape of min. 2 mm thickness with min. 15mm width al around on either face. Every Glass pane must carry a permanent marking of its glass manufacturer 459 10.38 Providing and fixing of factory make air tight casement windows made of roll formed galvanized pre-painted steel with epoxy primer of 5-7 microns thick, finish painted with a polyester paint of 12-16 microns thick and back coated with alkyd backer 5-7 microns thick or powder coated with pure polyester powder up to 50-60 microns Including filling the gap upto 5 mm depth and 5 mm width in between steel frame and adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete. 10.38.1 Openable window 10.38.2 Fixed windows 460 10.39 Providing and fixing of factory make single rebate openable/fixed windows made of roll formed galvanized pre- pained steel with epoxy primer of 5-7 microns thick, finish painted with a polyester paint of 12-16 microns thick and back coated with alkyd backer 5-7 microns thick) heavy duty pivot hinges per shutter and window fitted without glazing including 10mm square bars welded to 6x12mm flat at a distance 150mm c/c (pitch) etc. Including filling the gap upto 5 mm depth and 5 mm width in between steel frame and adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in- charge complete. 10.39.1 Openable single rebate window 10.39.2 Fixed single rebate window 461 10.40 Providing and fixing of factory make double rebate windows made of roll formed galvanized pre-painted steel with epoxy primer of 5-7 microns thick, finish painted with a polyester paint of 12-16 microns thick and back coated with alkyd backer 5-7 microns thick or powder coated with pure polyester powder up to 50-60 microns thick, fitted using EPDM (Ethyl Propylene Diamine Monomer) gaskets including fixing windows in the concrete/masonry wall by means of self- expanding screws, including 10mm Square bars welded to 6x12mm flat at a distance 150mm c/c (pitch) etc. Including filling the gap upto 5 mm depth and 5 mm width in between steel frame and adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in- charge complete.. 10.40.1 Openable double rebate window 10.40.2 Fixed double rebate window 462 10.41 Providing and fixing of factory make fixed louvers fabricated from roll formed sections made of galvanized pre-painted steel with epoxy primer of 5-7 microns thick, finish painted with a polyester paint of 12-16 microns thick and back coated with alkyd backer 5-7 microns thick or powder coated with pure polyester powder up to 50-60 microns thick, colour coated/powder coated Including filling the gap upto 5 mm depth and 5 mm width in between steel frame and adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in- charge complete. (glazing shall be paid separately as per SOR rate) 463 10.42 Providing and fixing of factory make pre painted steel sliding window 2 track-2 panel sliding window fabricated from roll formed sections made of galvanized steel with epoxy primer of 5-7 microns thick, finish painted with a polyester paint of 12-16 microns thick and back coated with alkyd backer 5-7 microns thick or powder coated with pure polyester powder up to 50-60 microns The above frames should be fixed to the concrete/masonry walls by means of self-expanding screws. Including filling the gap upto 5 mm depth and 5 mm width in between steel frame and adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete. 464 10.43 Providing and fixing pre painted steel sliding window 3 fabricated from Roll formed sections made of galvanized Steel with epoxy primer of 5-7 microns thick, finish painted with a polyester paint of 12-16 microns thick and back coated with alkyd backer 5-7 microns thick or powder coated with pure polyester powder up to 50-60 microns The above frames should be fixed to the concrete/masonry walls by means of self-expanding screws. Including filling the gap upto 5 mm depth and 5 mm width in between steel frame and adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete. 465 11.1 40 mm thick Cement concrete flooring 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate) 20mm nominal size stone aggregate in panels finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete.(Area of panel not to exceed 2.0 sqm) 466 11.2 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement: 2 sand: 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix: 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50kg of cement or as per manufacturers specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. 467 11.3 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement: 2 sand: 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix: 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50kg of cement or as per manufactures specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. 468 11.4 Cement plaster skirting 18 mm thick (upto 30 cm height) with cement mortar 1:3 (1 cement: 3 sand) finished with a floating coat of neat cement. 469 11.5 Cement concrete pavement with Cement concrete 1:2:4 (1 cement: 2 sand: 4 graded stone aggregate 20 mm nominal size) including finishing complete. 470 11.6 Making chequers of approved pattern on cement concrete floors, steps, landing, pavements etc. 471 11.7 40 mm thick marble chips flooring rubbed and polished to granolithic finish, under layer 34 mm thick cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 12.5mm nominal size) and top layer 6mm thick with white, black, chocolate, grey, yellow or green marble chips of sizes from 1mm to 4mm nominal size laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 marble chips) by volume including cement slurry etc. complete : (Area of panel not to exceed 2.0 sqm) 11.7.1 Dark shade pigment with ordinary cement. 11.7.2 Light shade pigment with white cement. 11.7.3 Medium shade pigment with 50% white cement and 50% ordinary cement. 11.7.4 White cement without any pigment. 11.7.5 Light shade pigment with ordinary cement. 11.7.6 Ordinary cement without any pigment. 472 11.8 40 mm thick marble chips flooring, rubbed and polished to granolithic finish, under layer 31mm thick cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 12.5mm nominal size) and top layer 9mm thick with white, black, chocolate, grey, yellow or green marble chips of sizes from 4mm to 7mm nominal size laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder : 7 marble chips) by volume including cement slurry etc. complete. (Area of panel not to exceed 2.0 sqm) 11.8.1 Dark shade pigment with Ordinary cement. 11.8.2 Light shade pigment with white cement. 11.8.3 Medium shade pigment with 50% white cement and 50% ordinary cement. 11.8.4 White cement without any pigment. 11.8.5 Light shade pigment with ordinary cement. 11.8.6 Ordinary cement without any pigment. 473 11.9 40 mm thick marble chips flooring, rubbed and polished to granolithic finish, under layer 28 mm thick cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 12.5mm nominal size) and top layer 12mm thick with white, black, chocolate, grey yellow or green marble chips of sizes from 7mm to 10mm nominal size laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 2:3 (2 cement marble powder mix : 3 marble chips) by volume including cement slurry etc. complete : (Area of panel not to exceed 2.0 sqm) 11.9.1 Dark shade pigment with ordinary cement. 11.9.2 Light shade pigment with white cement. 11.9.3 Medium shade pigment with 50% white cement and 50% ordinary cement. 11.9.4 White cement without any pigment. 11.9.5 Light shade pigment with ordinary cement. 11.9.6 Ordinary cement without any pigment. 474 11.10 Marble chips skirting (upto 30 cm height) 18 mm thick with under layer 12 mm thick in cement plaster 1:3 (1 cement : 3 sand) : rubbed and polished to granolithic finish, top layer 6 mm thick with white, black, chocolate, grey, yellow or green marble chips of sizes from smallest to 4 mm nominal size laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix :7 marble chips) by volume : 11.10.1 Dark shade pigment with ordinary cement. 11.10.2 Light shade pigment with white cement. 11.10.3 Medium shade pigment with 50% white cement and 50% ordinary cement. 11.10.4 White cement without any pigment. 11.10.5 Light shade pigment with ordinary cement. 11.10.6 Ordinary cement without any pigment. 475 11.11 Extra for laying terrazo flooring on staircase treads not exceeding 30 cm in width including cost of forming, nosing etc. 476 11.12 Providing and fixing glass strips 40 mm wide and 4 mm thick in joints of terrazo/ cement concrete floors. 477 11.13 18 mm thick crazy marble stone white, black or as specified marble stone flooring, including filling the gaps with light shade pigment with white cement marble powder mixture (3 parts of white cement : 1 part of marble powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 white, black or white and black marble chips of sizes from 1mm to 4mm nominal size by volume), with under layer 25mm thick cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 12.5 mm nominal size), including rubbing, polishing and cement slurry etc.complete . 478 11.14 Precast terrazo tiles 22mm thick with graded marble chips of size upto12mm, laid in floors, and landings, jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete, on 20 mm thick bed of cement mortar 1:4 (1 cement :4 sand) : 11.14.1 Light shade using white cement. 11.14.2 Medium shade using 50%white cement and 50% ordinary cement. 11.14.3 Dark shade using ordinary cement. 11.14.4 Ordinary cement without any pigment. 479 11.15 Extra if terrazo tiles are laid in treads of steps not exceeding 30 cm in width. 480 11.16 Precast terrazo tiles 22 mm thick with graded marble chips of sizes upto 12 mm in skirting and risers of steps not exceeding 30 cm in height on 12 mm thick cement plaster 1:3 (1 cement : 3 sand) jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete with tiles of : 11.16.1 Light shade pigment using white cement. 11.16.2 Medium shades pigment using 50% white cement and 50% ordinary cement. 11.16.3 Dark shade pigment using ordinary cement. 11.16.4 Ordinary cement without any pigment. 481 11.17 Chequeredterrazo tiles 22 mm thick with graded marble chips of size up to 6 mm in floors jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete on 20 mm thick bed of cement mortar 1:4 (1 cement :4 sand) : 11.17.1 Light shade pigment using white cement. 11.17.2 Medium shade pigment using 50% white cement, 50% ordinary cement. 11.17.3 Dark shade pigment using ordinary cement. 11.17.4 Ordinary cement without any pigment. 482 11.18 Chequered precast cement concrete tiles any finish, any size 22 mm thick IS:13810-1993 ISI mark in footpath and courtyard jointed with neat cement slurry mixed with pigment to match the shade of tiles, 15mm thick screed bad in cement mortar 1:6 complete all as specified and directed by Engineer-in-Charge. 11.18.1 Light shade pigment using white cement. 11.18.2 Medium shade pigment using 50% white cement 50% Grey cement. 11.18.3 Dark shade pigment using ordinary cement. 11.18.4 Ordinary cement without any pigment. 483 11.19 Marble stone flooring with 18 mm thick marble stone (sample of marble shall be approved by Engineer-in-charge) laid over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 sandand grey cement slurry, joints treated with white cement mixed with pigment to match colour of stone including rubbing and polishing complete with : (area of slabs over 0.5 sqm) 11.19.1 Makrana white second quality. 11.19.2 Raj Nagar plain. 11.19.3 Agaria White/Morgarh 11.19.4 Katni marble 11.19.5 Black Zebra. 11.19.6 Udaipur / Baroda green marble 11.19.7 Pink plain marble. 11.19.8 Jaisalmer Yellow 484 11.20 Marble stone 18 mm thick in riser of step, skirting, dado and pillar laid on 12 mm average thick cement mortar 1:3 (1 cement: 3 sand and laid with white cement slurry) joints treated with white cement mixed with pigment to match the shade of the slab i/c rubbing and polishing complete. (area of slab over0.50sqm.) 11.20.1 Makrana white second quality. 11.20.2 Raj Nagar plain. 11.20.3 Agaria White/Morgarh 11.20.4 Katni marble 11.20.5 Black Zebra. 11.20.6 Udaipur / Baroda green marble 11.20.7 Pink plain marble. 11.20.8 Jaisalmer Yellow 485 11.21 Marble work gang saw cut (polished and machine cut) of thickness 18 mm for wall lining (veneer work), backing filled with a grout of average 12 mm thick in cement mortar 1:3 (1 cement: 3 sand), including pointing with white cement mortar 1:2 (1 white cement: 2 marble dust) with an admixture of pigment to match the marble shade (To be secured to the backing by means of cramps, which shall be paid for separately). (Area of slabs over 0.50 sqm.) 11.21.1 Makrana white second quality. 11.21.2 Raj Nagar plain. 11.21.3 Agaria White/Morgarh 11.21.4 Katni marble 11.21.5 Black Zebra. 11.21.6 Udaipur / Baroda green marble 11.21.7 Pink plain marble. 11.21.8 Jaisalmer Yellow 486 11.22 Providing and fixing 18mm thick gang saw cut mirror polished (premoulded and prepolished) machine cut for kitchen platforms, vanity counters, window sills , facias and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing moulding and polishing to edge to give high gloss finish wherever required etc. complete at all levels. Samples approved by Engineer-in- Charge. 11.22.1 Raj Nagar plain/White Marble/Udaipur Green Marble /Zebra black 11.22.2.1 Granite fine grained dark crystal of other colours and various patterns 11.22.2.2 Granite coarse grained light black/ light red/white with crystal of other colours and various patterns 11.22.2.3 Granite grey/pink/brown with various patterns 11.22.3 Cuddpah stone 487 11.23 Extra for prefinished nosing to treads of steps of marble stone. 488 11.24 Extra for marble stone flooring in treads of steps and risers using single length upto 2.00 metre. 489 11.25 Extra for prefinished grooves to treads of steps of granite stone 490 11.26 Providing and laying machine cut, mirror polished, Italian Marble stone (18 mm thick Italian Marble stone slab, Perlato, Rosso erona, Fire Red or Dark Emperadore etc.)work in flooring laid over 20 mm (average) thick base of cement mortar 1:4 (1 cement: 4 sand) laid and jointed with white cement slurry @ 4.4 kg/sqm including pointing with white cement slurry mixed with pigment to match the marble shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. 491 11.27 Providing and fixing machine cut, mirror / eggshell polished , Marble stone work 18 mm thick Italian Marble stone slab,Perlato, Rosso verona, Fire Red or Dark Emperadore etc. for wall lining (veneer work) including dado, skirting, risers of steps etc. thick cement mortar 1:3 (1 cement : 3 sand) laid and jointed with white cement slurry @ 3.3 kg/sqm including pointing with white cement slurry admixed with pigment of matching shade, including rubbing, curing, polishing etc. all complete as per Architectural drawings, and as directed by the Engineer-in-Charge. 492 11.28 Italian marble flooring in required design and patterns 11.28.1 Providing and laying machine cut, mirror polished Italian Marble stone 18 mm thick Italian Marble stone slab,Perlato, Rosso verona, Fire Red or Dark Emperadoreetc flooring, in required design (Simple geometrical, abstract etc.) and in patterns in combination with Italian marble stones of different colours, shades and finished surface texture etc., in linear portions of the building, all complete as per the architectural drawings, with 18 mm thick stone slab laid over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 sand) laid and jointed with white cement slurry @ 4.4 kg/sqm including pointing with white cement slurry admixed with pigment to match the marble shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.Note – This item shall be executed only after the prior approval of Chief Engineer. 493 11.29 Granite work gang saw cut (polished and machine cut) of thickness 18mm for wall lining (veneer work), backing filled with a grout of average 12 mm thick in cement mortar 1:3 (1 cement: 3 sand) including pointing with white cement mortar 1:2 (1 white cement: 2 marble dust) with an admixture of pigment to match the marble shade: (To be secured to the backing by means of cramps, which shall be paid for separately). 111.29.1 Area of slab over 0.50 sqm 11.29.1.1 Fine grained granite dark Black/dark Red/ White or equivalent with self design/ pattern/crystals of other colors of glitter 11.29.1.2 Coarse grained granite light Black/light Red/ off White or equivalent with self design/ pattern/crystals of other colors of glitter 11.29.1.3 Gray/Pink/Brown or equivalent with various patterns 11.29.2 Area of slab upto 0.50 sqm 11.29.2.1 Fine grained granite dark Black/dark Red/ White or equivalent with self design/ pattern/crystals of other colors of glitter 11.29.2.2 Coarse grained granite dark Black/dark Red/ White or equivalent with self design/ pattern/crystals of other colors of glitter 11.29.2.3 Gray/Pink/Brown or equivalent with various patterns 494 11.30 Providing and laying gang saw cut 18 mm thick, mirror polished premoulded (wherever required) and pre polished machine cut granite stonework in flooring of required size shape of approved shade, color and texture in flooring laid over 20 mm thick base of cement mortar 1:4 (1 Cement: 4 sand) including grouting the joints with white cement mixed with matching pigments epoxy touch ups etc. complete as per direction of Engineer-in-Charge. 11.30.1 Area of slab over 0.50 sqm 11.30.1.1 Fine grained granite dark Black/dark Red/ White or equivalent with self design/ pattern/crystals of other colors of glitter 11.30.1.2 Coarse grained granite light Black/light Red/ off White or equivalent with self design/ pattern/crystals of other colors of glitter 11.30.1.3 Gray/Pink/Brown or equivalent with various patterns 11.90.2 Area of slab upto 0.50 sqm 11.30.2.1 Fine grained granite dark Black/dark Red/ White or equivalent with self design/ pattern/crystals of other colors of glitter 11.30.2.2 Coarsegrained granite dark Black/dark Red/ White or equivalent with self design/ pattern/crystals of other colors of glitter 11.30.2.3 Gray/Pink/Brown or equivalent with various patterns 492 11.31 Providing and laying gang saw cut 30 mm thick, mirror polished pre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20mm thick base of cement mortar 1:4 (1cement: 4 sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-Charge. (area of slab more than 0.50 sqm) 11.31.1 Fine grained granite dark Black/dark Red/ White or equivalent with self design/ pattern/crystals of other colors of glitter 11.31.2 Coarse grained granite light Black/light Red/ off White or equivalent with self design/ pattern/crystals of other colors of glitter 11.31.3 Gray/Pink/Brown or equivalent with various patterns 495 11.32 Deduct for not polishing granite flooring (item no 11.29 & 11.30) 496 11.33 Providing and laying Granite stone flooring in required design and patterns in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry admixed with pigment of matching shade including rubbing, curing and polishing and as directed by the Engineer-in-Charge Granite stone slab Dark Black. Dark Red, White or equivalent, 11.33.1 Flamed Finish Polish 11.33.2 Leather Finish Polish 497 11.34 Granite stone work 18mm thick of any colour in riser of steps, skirting, dado and pillars laid on 12 mm average thick cement mortar 1:3 (1 cement:3 sand) and jointed with white cement slurry mixed with pigment to match the shade of slab. 498 11.35 Providing and fixing 10x10x7.50 cm Granite stone block hand cut andchisel dressed on top, for paving in floors, drains etc. laid over 20mm thick base mortar 1:4 (1cement:4 sand) with joints 10mm wide filled with same mortar mixed with matching pigment including ruled pointing etc. complete as per direction of engineer-in charge. 499 11.36 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 sand) 25 mm thick.(Area of slab to be over 0.25 sqm) 500 11.37 Deduction for using 20 mm thick slab instead of 25 mm thick slab of kota stone in item no 11.35 501 11.38 Kota stone slabs in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 502 11.38.1 10-12 mm thick 11.38.2 20 mm thick 503 11.39 Kota stone slab (area less than 0.5 sqm) rough chiseled dressed average 40 mm thick flooring for parking and open area of thickness over 20 mm (average) thick base laid over and jointed with grey cement slurry complete with base of cement mortar 1:4 (1 Cement : 4 Sand) 504 11.40 Providing edge moulding to 18mm thick marble stone counters, Vanities, window sills etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. 11.40.1 Marble work 11.40.2 Granite work. 505 11.41 Extra for fixing marble /granite stone over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive including cleaning etc. complete. 506 11.42 Extra for providing opening of required size and shape for wash basins/ kitchen sink in kitchen platform, vanity counters and similar location in marble/Granite/stone work including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete. 507 11.43 Mirror polishing on marble work/Granite work/stone work wherever required to give high gloss finish complete. 508 11.44 Fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1cement : 5 sand) with joints finished flush. 11.44.1 Red sand stone 11.44.2 White sand stone 11.44.3 Grey lime stone 11.44.4 Kota stone 509 11.45 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 sand) including pointing with cement mortar 1:2 (1 cement : 2 sand) with an admixture of pigment to match the shade of stone. 11.45.1 Red sand stone 11.45.2 White sand stone 510 11.46 40 mm thick machine rubbed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement :5 sand) with joints 3mm thick, side buttered with cement mortar 1:2 (1 cement : 2 sand) mixed with pigment to match the shade of stone and pointing with same mortar 11.46.1 Red sand stone 11.46.2 White sand stone 511 11.47 Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab. 512 11.48 Extra for Kota stone/ sand stone in treads of steps and risers using single length upto 1.05 metre. 513 11.49 Providing and laying Ceramic glazed floor tiles 300x300 mm or more (having thickness 6 to 7mm) of 1st quality conforming to IS : 15622 of approved make in any colours and shade laid on 20 mm thick Cement Mortar 1:4 (1 Cement : 4 sand) including pointing the joints with white cement and matching pigment etc., complete. 514 11.50 Providing and fixing Ceramic glazed wall tiles 300x450 mm or more (having thickness 6 to 7 mm) of 1st quality conforming to IS: 15622 of approved make in all Colours& shades, except burgundy, bottle green, black laid on 12mm thick bed of Cement Mortar 1:3 (1 Cement: 3 sand)preprad same day when mortar is still green jointed with grey cement slurry @3.3 kg per sqm including pointing the joints with white cement and matching pigments etc., complete. 515 11.51 Providing and laying rectified Glazed Ceramic floor tiles 300x300 mm or more (having thickness 9 to 10mm) of 1st quality conforming to IS : 15622 of approved make in all colours white, ivory, grey, fume red brown laid on 20mm thick cement mortar 1:4 (1 Cement : 4 sand) including grouting the joints with white cement and matching pigments etc., complete. 516 11.52 Providing and laying rectified Glazed Ceramic wall tiles 300x450 mm or more (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in all colours white, ivory, grey, fume red brown laid on 12 mm thick cement mortar 1:3 (1 Cement : 3 sand) including grouting the joints with white cement and matching pigments etc., complete. 517 11.53 Providing and laying Antiskid floor tiles of any sizes, 12 mm thickness with water absorption less than 0.08% and conforming to IS:15622 of approved make in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 sand) including grouting the joints with white cement with matching pigments etc., complete. 518 11.54 Deduct for not grouting the joints with white cement and matching pigment in the items of fixing of vitrified tiles. 519 11.55 Deduct for not using 20mm thick cement mortar 1:4 (1 cement: 4 sand) bedding in laying of floor tiles. 520 11.56 Fixing glazed/ Ceramic/Rectified/ Vitrified floor tiles with cement based high polymer modified quick-set tile adhesive (Water based) conforming to IS: 15477, in average 3mm thickness. 521 11.57 Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having water absorption less than 0.05% and conforming to IS: 15622 of approved make in all colours and shades for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1cement : 4 sand) in all shapes and patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. 522 11.58 Providing and fixing Glass mosaic tiles at finished plain wall surface of size 20 mm x 20 mm x 4 mm in all colour, design, fixing in customize design as per direction of Engineer-in- Charge. The glass mosaic tiles to be fixed on the wall surface with the help of approved adhesive applied at the rate of 2.5 kg per sqm and grouting of the same. The rate is inclusive of all operation, material and required pattern approved by Engineer-in-Charge: 523 11.59 Providing and laying 500x500x40mm thick Turf paver on 150mm thick sub grade of compacted bed of 20mm nominal size stone aggregate and base course with 50mm thick sand and filling joints with sand including spreading, well ramming, consolidating and finishing smooth etc. all complete as per direction of Engineer- in-charge. 524 11.60 Providing and fixing 10mm thick acid and/ or alkali resistant tiles of approved make and colour using acid and/ or alkali resisting mortar bedding and joints filled with acid and/ or alkali resisting cement as per IS : 4457 complete as per the direction of Engineer-in- Charge. 525 11.60.1 In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement: 4 sand)Acid and alkali resistant tile. 526 11.60.2 In dado/skirting on 12 mm thick mortar 1:4 (1 acid proof cement: 4 sand).Acid and alkali resistant tile. 527 11.61 8 mm thick.stones Tile work in skirting, risers of steps and dado (upto 2 m height) over 12 mm thick bed of cement mortar 1:3 (1 cement :3 sand) and jointed with grey cement slurry @ 3.3 kg/sqm including pointing in white cement mixed with pigment of matching shade complete. 11.61.1 Marble tiles (polished) Raj Nagar. 11.61.2 Granite tile of any colour /shade 528 11.62 Providing and fixing cramps of required size and shape in RCC/ CC /Stone/ Brick masonry backing with cement mortar 1:2 ( 1 cement :2 sand) including drilling necessary hole in stones and embedding the cramp in the hole (fastener to be paid separately). 11.62.1 Gunmetal cramps. 11.62.2 Stainless steel cramps. 529 11.63 Providing and fixing expansion hold fasteners of wedge expansion type on C.C. / R.C.C./ Brick masonry surface backing including drilling necessary holes and the cost of bolt etc complete. 11.63.1 Fastener with threaded dia 6 mm. 11.63.2 Fastener with threaded dia 10 mm. 11.63.3 Fastener with threaded dia 12 mm. 530 11.64 Providing and fixing stone slab table rubbed on both faces edges rounded and polished of size as required and 1.8 cm thick fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement: 2 sand: 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in- charge and finished smooth. 11.64.1 White Agaria Marble Stone. 11.64.2 Granite Stone of approved shade. 531 11.65 Providing and fixing removable raised/false access flooring with system and its components of approved make for different plenum height with possible height adjustment upto 50 mm, comprising of modular load bearing floor panels supported on G.I. rectangular stinger frame work and and Surface flatness within 0.75mm.The panel is to withstand a Concentrated Load of 363 kgs applied on area 25mm x 25mm without collapse in the centre of the panel which is placed on four steel blocks. The panel will withstand and Uniformly Distributed Load (UDL) minimum 1250 kg/sqm and an impact load of 50kg all complete as per the approved manufacturers specification and as per the direction of Engineer- in-charge. All specification must be printed on the side of the panel to ensure the quality of the product. 11.65.1 300 mm Finished Floor Height (FFH) 11.65.2 450 mm Finished Floor Height (FFH). 532 11.66 Providing and laying factory made machine pressed precast cement concrete interlocking paver block of any shape and size conforming to IS:15658- 2006 and ISI marked of 60 mm thickness, M-30 grade with grey cement and pigment all as specified. Made by block making machine with strong vibratory compaction, laid in required colour and pattern over and including 50mm thick compacted bed of stone dust, filling the joints with sand etc. all complete as per the direction of Engineer-in-Charge. 533 11.67 Providing Epoxy flooring self leveling type on strong base in desired colour/design as approved by Engineer-in-Charge. Resin for epoxy is to be of floor grade type i/c appropriate hardner and filler material. with 5 year defect liability period (This item is to be used only for operation theaters in hospitals) 11.67.1 1 mm thick 11.67.2 2 mm thick 11.67.3 3 mm thick 534 11.68 Providing and fixing acoustic PVC (Poly Vinyl Flooring) EN (European Standard) over fiberglass mat PVC foam backing (EN 14904), total thickness is 3.25mm (EN 428/EN 427), wear layer is 0.85 mm thick (EN 429), anti-bacterial and anti-fungus surface treatment , chemical resistance test qualified (EN-423)-high resistance, thermal and underfloor heating test qualified (EN12524) - all vinyl sheets must be linked crosswise with a continuous copper strip and finally connected to earth for grounding electrostatic electrical charges. Suitable and slip resistant. Recommended to use in area like Lecturer room, Conference room, Kids area, School, colleges, Residential and all commercial official scope etc. 535 11.69 Providing and fixing 2 mm thick heterogeneous PVC (poly vinyl flooring) EN (European Standard) with wear layer is 0.55mm thick of PVC, total weight is 2300 g/m2 approx. PUR (polyurethane reinforced), residual indentation approx.0.05 mm, castor wheel test qualified, dimensional stability ≤0.10%, static electrical charge .The floor finish should termite free at the room perimeter passing over a concealed cove forming and continuing up on the wall upto100mm. Recommended to use in area like Patient rooms , Doctor room Lecturer room, Kids area, School, Colleges, Residential and all commercial official scope etc. 536 11.70 Providing and fixing 8mm and above thick laminated (wooden flooring) of AC4 and above grade product of approved made out of core high density fibre board (HDF), surface layer shall be high preasure laminated treated for abrasion, scratch, moisture protection, flame protection U.V resistant, layer of acrylic resin, aluminium oxide or similer layer having above properties, backing under layer on min 2 mm thickness shall provide as sound absorbent and moisture protection layer, The seamless impregenated decorative layer of specified size, design, colour and pettern, all bonded together under high temperature and pressure with eco-friendly. The material shall be applicable warranty formaldehyde free, eco- friendly and fully recyclable (eco-freindly) and matching shed and excluding quantity of skirting and profile. 537 11.71 Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar, 1:6 (1 cement : 6 sand) including filling the joints with same mortar, with common burntclay non modular bricks 11.71.1 100 mm thick 11.71.2 200mm thick 538 11.72 Providing and laying factory made chamfered edge Cement Concrete paver blocks of required colour strength, thickness pattern, surface texture (smooth/rough) and size/shape, conforming to 15658-2006 IS marked made by table vibratory method using PU mould, laid in required colour and pattern over 0.30 mm with courtyards, porch with M 15 cement concrete in footpath, parks, lawns, drive ways or light traffic parking etc. complete as per manufacturers specifications and direction of Engineer-in-Charge. 11.72.1 80 mm thick C.C. paver block of M-35 grade 11.72.2 60 mm thick C.C. paver block of M-35 grade 11.72.3 60 mm thick C.C. paver block of M-30 grade 539 11.73 Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in- Charge). 540 11.74 Providing and fixing at or near ground level factory made RCC pavement slab of M-30 grade of size 450x450x50 mm, including reinforcement with 6 mm dia M.S. bars 4 nos on each side(top & bottom), including setting in position in footpath to the required level and line over a bed of 20 mm average thick cement mortar 1:5 (1 cement : 5 sand), having joint thickness not more than 5mm except on curve, including filling of joints with same cement mortar and making grooves etc. complete as per direction of Engineer-in-Charge. 541 11.75 Providing and fixing 16mm thick gang saw cut mirror polished premoulded and prepolished machine cut Granite of approved shade, colour and texture of Granite Door frame. in cement mortar 1:3 (1 cement :3 sand) Including rubbing, curing, moulding and polishing edges to give high glossy finish and drilling of hole for fixing stainless steel hings, aldrop, towerboltetc complete at all levels as per instruction of Engineer-in-Charge. 11.75.1 Granite Door frame for 100mm thick wall Thickness. 11.75.2 Granite Door frame for 200mm thick wall Thickness. 542 11.76 Providing and laying vitrified floor tiles (without soluble salt) or printed (with soluble salt) Nano polished (Glossy finish) in different sizes with water absorption less than 0.05% and conforming to IS:15622 of approved make in all colours& shades, 1st quality/ premium quality in flooring laid on 20mm thick cement mortar 1:4 (1cement :4sand) including grouting the joints with white cement and matching pigments etc. complete 11.76.1 Plain ivory light shade : Size 600X600mm thickness 9-10mm 11.76.2 Dark shade (terracotta) : Size 600X600mm thickness 9-10mm 543 11.77 Providing and laying vitrified floor tiles (without soluble salt) or printed (with soluble salt) Nano polished (Glossy finish) in different sizes with water absorption less than 0.05% and conforming to IS:15622 of approved make in all colours& shades, 1st quality/ premium quality in skirting laid on 12mm thick cement mortar 1:4(1cement :4sand) including grouting the joints with white cement and matching pigments etc. complete 11. 77.1 Plain ivory light shade : Size 600X600mm thickness 9-10mm 11. 77.2 Dark shade (terracotta) : Size 600X600mm thickness 9-10mm 544 11.78 Providing and laying vitrified floor tiles Multi/Double charged (Minimum top layer thickness 2.0mm) Neno Polished self design, in different size with water absorption less than 0.05% and conforming to IS:15622 of approved make in all colours& shades, quality/ premium quality in flooring laid on 12mm thick cement mortar 1:4(1cement :4sand) including grouting the joints with white cement and matching pigments etc. complete 11. 78.1 In light shade glossy/ rustic /stain finished 11. 78.1.1 Size 600X600 mm thickness 9-10 mm 11. 78.1.2 Size 800X800mm thickness 11-12mm 11. 78.1.3 Size 800X1200 mm thickness 11-12mm 11. 78.2 In dark shade glossy/ rustic /stain finished 11. 78.2.1 (a) Size 600X600 mm thickness 9-10 mm 11. 78.2.2 (b) Size 800X800mm thickness 11-12mm 11. 78.2.3 (c) Size 800X1200 mm thickness 11-12mm 545 11.79 Providing and laying vitrified floor tiles Multi/Double charged (Minimum top layer thickness 2.0mm) Neno Polished self design, in different size with water absorption less than 0.05% and conforming to IS:15622 of approved make in all colours& shades, 1st quality/ premium quality in skirting laid on 12mm thick cement mortar 1:4(1cement :4sand) including grouting the joints with white cement and matching pigments etc. complete 11. 79.1 In light shade glossy/ rustic /stain finished 11. 79.1.1 (a) Size 600X600 mm thickness 9-10 mm 11. 79.1.2 (b) Size 800X800mm thickness 11-12mm 11. 79.1.3 (c) Size 800X1200 mm thickness 11-12mm 11. 79.2 In dark shade glossy/rustic/stain finished 11. 79.2.1 (a) Size 600X600 mm thickness 9-10 mm 11. 79.2.2 (b) Size 800X800mm thickness 11-12mm 11. 79.2.3 (c) Size 800X1200 mm thickness 11-12mm 546 11.80 Providing and laying vitrified floor-tiles Full Body Design Homogenous Body matt/rustic finish in different size with water absorption less than 0.05% and conforming to IS:15622 of approved make in all colours& shades, 1st quality/ premium quality in flooring laid on 20mm thick cement mortar 1:4(1cement :4sand) including grouting the joints with white cement and matching pigments etc. complete 11. 80.1 In light colour and shades as ivory, beige blanco, grey etc. 11. 80.1.1 (a) Size 300X300 mm thickness 9-10 mm 11. 80.1.2 (b) Size 600X600mm thickness 9-10mm 11. 80.1.3 (c) Size 600X600 mm thickness 11-12mm (to be used heavy duty indoor areas of non residencial buildings only such as schools, hostels, libraries hospitals, institutions, offices etc.) 11. 80.2 In dark colour and shade etc. 11. 80.2.1 (a) Size 300X300 mm thickness 9-10 mm 11. 80.2.2 (b) Size 600X600mm thickness 9-10mm 11. 80.2.3 (c) Size 600X600 mm thickness 11-12mm (to be used in heavy duty indoor areas of non residencial buildings only such as schools, hostels, libraries hospitals, institutions, offices etc.) 547 11.81 Providing and laying vitrified floor-tiles Full Body Design Homogenous Body matt/rustic finish in different size with water absorption less than 0.05% and conforming to IS:15622 of approved make in all colours& shades, 1st quality/ premium quality in skirting, riser laid on 12mm thick cement mortar 1:4(1cement :4sand) including grouting the joints with white cement and matching pigments etc. complete 11. 81.1 In light colour and shades as ivory, beige blanco, grey etc. 11. 81.1.1 (a) Size 300X300 mm thickness 9-10 mm 11. 81.1.2 (b) Size 600X600mm thickness 9-10mm 11. 81.2 In dark colour and shades etc. 11. 81.2.1 (a) Size 300X300 mm thickness 9-10 mm 11. 81.2.2 (b) Size 600X600mm thickness 9-10mm 548 11.82 Providing and laying digital print random design(PGVT)/(GVT) vitrified tiles in different sizes with water absorption less than 0.05% and conforming to IS:15622 of approved make in all colours& shades, 1st quality/ premium quality including grouting the joints with white cement and matching pigments etc. complete 11. 82.1 For floor glossy/ rustic /stain/matt finished laid on 20mm thick cement mortar 1:4 (1 cement:4sand) 11. 82.1.1 Size 600X600 mm thickness 9-10 mm 11. 82.1.2 Size 800X800mm thickness 11-12mm 11.82.1.3 Size 800X1600 mm thickness 11-12mm 11.82.1.4 Size 1000X1000 mm thickness 11-12mm 11. 82.1.5 Size 600X1200 mm thickness 11-12mm 11. 82.1.6 Size 800X1200 mm thickness 11-12mm 11. 82.1.7 Size 1200X1200 mm thickness 11-12mm 11.82.1.8 Size 1200X1800 mm thickness 11-12mm 11.82.1.9 Size 1200X2400 mm thickness 11-12mm 11. 82.2 For wall stain / rustic finished laid on 12mm thick cement mortar 1:3 (1 cement:3sand) prepared same day when mortar is still green i.e.within 6 hours, Size 300X600 mm thickness 9-10 mm 11. 82.3 For wall polished / Glossy finished laid on 12mm thick cement mortar 1:3 (1 cement:3sand) prepared same day when mortar is still green i.e. within 6 hours, Size 300X600 mm thickness 9-10 mm 549 11.83 Providing and laying digital print random design(PGVT)/(GVT) vitrified tiles in different sizes with water absorption less than 0.05% and conforming to IS:15622 of approved make in all colours& shades, 1st quality / premium in skirting, riser laid our 12mm thick cement mortar 113 including grouting the joints with white cement and matching pigments etc. complete 11. 83.1 For skirting, risers etc. glossy/ rustic /stain/matt finished in all colours and shades 11. 83.1.1 Size 600X600 mm thickness 9-10 mm 11. 83.1.2 Size 800X800mm thickness 11-12mm 11. 83.1.3 Size 600X1200 mm thickness 11-12mm 11. 83.1.4 Size 800X1200 mm thickness 11-12mm 550 11.84 Granite work gang saw cut (polished machine cut) of thickness 12 mm for wall lining, skirting, risers of steps and dado (veneer work), back filling with a grout of average 12 mm thick in cement mortar 1:3 (1 Cement: 3 sand) including pointing with white cement mortar 1:2 (1 white cement: 2 marble dust) with an admixture of pigment to match the marble shade: (To be secured to the beaching by means of cramps, which shall be paid for separately). 11. 84.1 Area of tiles not less 0.18 sqm 11. 84.1.1 Fine granite dark Black/dark Red/ White with self design/ pattern/crystals of other colors of glitter 11. 84.1.2 Course granite light Black/light Red/ off White with crystals of other colors and various patterns 11. 84.1.3 Gray/Pink/Brown with various patterns 551 11.85 Providing and laying gang saw cut 12mm thick, mirror polished pre moulded (wherever required) and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in flooring laid over 20mm thick base of cemnt mortar 1:4(1cement:4sand) including grouting the joints with white cement mixed with matching pigments, epoxy touch ups etc. complete as per direction of Engineer-in-Charge. 11. 85.1 Area of tiles not less 0.18 sqm 11. 85.1.1 Fine grained granite dark Black/dark Red/ White with self design/ pattern/crystals of other colors of glitter 11. 85.1.2 Coarse grained granite light Black/light Red/ off White with crystals of other colors and various patterns 11. 85.1.3 Gray/Pink/Brown with various patterns 552 11. 86 Providing and fixing artificial synthetic green long and fine yarns grass, UV/water resistant with SBR latex backing eco-friendly durable high density 100 % PP ( Poly Poplin ) anti UV fiber.denier 12000 dtex, stich rate 18 stiches per 10cm, stich density 16800 stiches/m2, tufted weight 1830g/sqm approx. 11. 86.1 Roll size will be 25.00m X 2.00m (25mm thick)- weight 150kg- per roll. 11. 86.2 Roll size will be 25.00m X 2.00m (40mm thick)- weight 180kg- per roll. 553 11.87 Providing and fixing laminated (engineered wooden flooring) of suitable thickness 10-14 mm of suitable grade category product of approved made out of core high density fibre board (HDF) &other component it treated for abrasion ,scratch ,moisture protection, flame protection,U.V resistant. backing with eco- friendly resins specified by the manufacturer .The material shall be applicable warranty formaldehyde free, eco friendly, highly recommended for high traffic area and fully recyclable and matching shed and excluding quantity of skirting and profile. 554 11.88 Providing and fixing single layer homogeneous (solid wooden flooring) of suitable thickness 14 - 18 mm of suitable grade category product of scratch protection, moisture protection, flame protection U.V. resistant, backing under layer on min 2 mm thickness The material shall be applicable warranty formaldehyde free, eco friendly ,highly recommended for high traffic area and fully recyclable and matching shade and excluding quantity of skirting and profile. 555 11.89 Providing and fixing tuffed 1/10” loop pile (carpet tile / Carpet). EN (Euorpean Standard) size 50cm x 50cm /roll Size of total thickness 5.5 mm and above with total mass of 4100g/m2approx and with polyester fleece primary backing with standard dimensional stability with impact sound / noise reduction and recommended for high traffic acoustical area. 556 11.90 Providing and fixing spc (stone plastic composite) virgin pvc water resistant proof vinyl flooring with a thickness between 4 to 8mmuv coated layer with a wear layer of 0.3 to 0.80mm with a SPC core layer of 2.00 to 5.00 mm with a SOP of heat resistant, voc free, easy to cut, anti microbial protection in the form of tiles, planks helpful in environmental of profection health. 557 11.91 Providing and laying pre mirror polished/ pre polished fine grain machine cut sand stone tile flooring 20mm thick (hardness should not be less than 7 and water absorption should not be more than 0.3%) of required size and shape of approved shade, flooring in plazas open staircase and similar locations, laid over 20 mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joint with white cement mix with matching pigment etc. complete as per direction of Engineer-in-Charge. 11. 91.1 300x300mm 11. 91.2 400x400mm 11. 91.3 600x600mm 558 11.92 Providing and laying pre mirror polished/ pre polished fine grain machine cut sand stone slab flooring 20mm thick (hardness should not be less than 7 and water absorption should not be more than 0.3%) of required size of area more then .50 sqm and shape of approved shade, flooring in plazas open staircase and similar locations, laid over 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joint with cement mix matching pigment etc. complete as per direction of Engineer -in-Charge. 559 12.1 Providing corrugated G.S. Sheet roofing including vertical/ curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete upto any pitch in horizontal/ vertical or curved surfaces) excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 12.1.1 1.00mm thick with zinc coating not less than 275gm/m² 12.1.2 0.80mm thick with zinc coating not less than 275gm/m² 12.1.3 0.63 mm thick with zinc coating not less than 275gm/m² 560 12.2 Straight cutting in G.S. sheet of any thickness roofing for making opening of area exceeding 40 sq. decimetre for chimney stacks, sky light etc. 561 12.3 Extra for circular cutting in C.G.S. sheet of any thickness roofing for making opening of area exceeding 40 square decimetre : 562 12.4 Providing ridges or hips of width 60 cm over all width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia. G.I. limpet and bitumen washers complete. 12.4.1 0.80mm thick with zinc coating not less than 275gm/m² 12.4.2 0.63mm thick with zinc coating not less than 275gm/m² 563 12.5 Providing valleys of 90cm wide overall in plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8mm dia. G.I. limpet and bitumen washers complete. 1.60 mm thick with zinc coating not less than 350gm/m² 564 12.6 Providing and Fixing of 40 cm over all width plain, G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts, G.I. limpet and bitumen washer complete, bent to shape and fixed in wall with cement mortar 1:3 (1cement : 3 sand). 1.00mm thick with zinc coating not less than 275gm/m² 565 12.7 Providing and fixing 15 cm wide 45 cm over all semicircular plain G.S. sheet gutter with iron brackets 40x3mm size, bolts, nuts and washers etc. including making necessary connections with rain water pipes complete. 12.7.1 0.80mm thick with zinc coating not less than 275gm/m² 12.7.2 0.63mm thick with zinc coating not less than 275gm/m² 566 12.8 Providing reinforced by organic fibres and/or inorganic synthetic fibres cement 6 mm thick corrugated sheets (as per IS: 14871) roofing up to any pitch and fixing with polymer coated J, or L hooks, bolts and nuts 8 mm dia.G.I. plain and bitumen washers or with self drilling fastener and EPDM washers etc. complete (excluding the cost of purlins, rafters and trusses), including cutting sheets to size and shape wherever required. 567 12.9 Extra for straight cutting in reinforced by organic fibres and/or inorganic synthetic fibres cement corrugated, semi corrugated 6 mm thick sheet roofing for making openings of area exceeding 40 square decimeter for chimney stacks, skylights etc.. 568 12.10 Extra for circular cutting in reinforced by organic fibres and/or inorganic synthetic fibres cement corrugated/ semi corrugated 6 mm thick sheet roofing for making openings of area exceeding 40 square decimeter. 569 12.11 Extra for providing and fixing wind ties of 40x 6 mm flat iron section. 570 12.12 Providing and fixing ridges and hips in fibre cement reinforced by organic fibres and/or inorganic synthetic fibres roofing with suitable fixing accessories or self drilling fastener and EPDM washer etc. complete. 12.12.1 Corrugated serrated adjustable ridges 12.12.2 Plain wing adjustable ridges 12.12.3 Close fitting adjustable ridges 12.12.4 Unserrated adjustable hips 571 12.13 Providing and fixing fibre cement reinforced by organic fibres and/or inorganic synthetic fibres roofing accessories in all colours with polymer coated J or L hooks, bolts and nuts and or G.I. seam bolts and nuts, G.I. plain and bitumen washers or with self drilling fastener and EPDM washer etc. complete: 12.13.1 Corrugated apron pieces 12.13.2 Eaves filler pieces 12.13.3 North light curves 12.13.4 ventilator curves 12.13.5 Barge boards 12.13.6 Ridge finials 12.13.7 Special north light curves 12.13.8 S type louvers 572 12.14 Providing flat iron brackets 50x3mm size with necessary bolts, nuts washers etc. for fixing G.S. sheets gutters with purlins. 573 12.15 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm + 0.05 %, total coated thickness with zinc coating 120 gsm as per IS:277 in 240 mpa steel grade, 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches while transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self-drilling /self-tapping screws of size (5.5x 55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 574 12.16 Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm + 0.05 % total coated thickness, Zinc coating 120gsm as per IS: 277 in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self-drilling/ self- tapping screws complete : 12.16.1 Ridges plain (500 - 600mm). 12.16.2 Flashings/ Aprons.( Upto 600 mm) 12.16.3 North light curves. 12.16.4 Barge board (Upto 300 mm) 12.16.5 Crimp curve 12.16.6 Gutter. (600 mm over all girth) 575 12.17 Providing & fixing UV stabilised fiberglass reinforced plastic sheet roofing up to any pitch, including fixing with polymer coated J or L hooks, bolts & nuts 8mm dia. G.I plain/bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovigs incorporating minimum 0.3% ultra-violet stabiliser in resin system under approximately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall conform to IS 10192 and IS 12866.The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified. 12.17.1 2mm thick corrugated (2.5 or 4.2 or 6) or step-down (2or 3or 6) as specified. 12.17.2 2mm thick flat. 576 12.18 Providing and Fixing of sky lights consisting of Multi cell/tight cell Polycarbonate Panel System of approved colour, 16 mm thick (minimum) having uniform in color with an integral Tight-Cell core constructed not to exceed 4mmx4mm in a cross section, involved such as bolts nuts and screws etc. and labour for cutting bending to required profile, necessary scaffolding, hoisting in position etc. for proper completion of the work etc. complete as per specification drawings and direction of Engineer in charge. Finished surface area of roofing fixed over steel tubular structure shall be measured for payment. MS tabular frame work shall be measured separately for payment. 12.18.1 10mm thick 12.18.2 16mm thick 577 12.19 Providing sand stone slab 40 to 50 mm thick for roofing and laying them in cement mortar 1 : 4 (1 cement : 4 sand) over wooden karries or R.C.C. battens or structural steel sections (Karries or battens or structural steel sections to be paid separately) including pointing the ceiling joints with cement mortar 1:3 (1 cement : 3 sand ) complete : 12.19.1 Red sand stone slab 12.19.2 White sand stone slab : 578 12.20 Painting top of roofs with residual type petroleum bitumen of grade VG 10 of approved quality @ 17kg per 10 sqm impregnated with a coat of sand at 60 cum per 10sqm including cleaning the slab surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil complete : 579 12.21 Providing and applying two coats of High Albedo paint having minimum Solar Reflective Index (SRI) 108 (with solar reflectance and thermal emittance tested as per ASTM) C 1549 and ASTM C 1371 respectively), VOC less than 10 cc/gm. The coating thickness and the methodology of application shall be strictly as per manufacturers specifications and as approved by engineer In charge. Surface preparation includes cleaning with metal wire brush to remove all dust, fungus etc., and washing with water all complete. The contractor shall give guarantee for the performance of SRI and also the durability of coating, all complete as per direction of Engineer-in-charge. 580 12.22 Providing and fixing Heat Resistant Terrace Tiles (300 mm x 300 mm x 20 mm) with SRI (solar refractive index) > 78, solar reflection >0.70 and initial emittance >0.75 on waterproof and sloped surface of terrace, laid on 20 mm thick cement sand mortar in the ratio of 1:4 (1 cement : 4 sand) and grouting the joints with mix of white cement and marble powder in ratio of 1:1, including rubbing and polishing of the surface upto 3 cuts complete, including providing skirting upto 150 mm height along the parapet walls in the same manner. 581 12.23 Providing and laying pressed clay tiles (as per approved pattern 20 mm nominal thickness and of approved size) on roofs jointed with cement mortar 1:4 (1 cement : 4 sand) mixed with 2% integral water proofing compound laid over a bed of 20 mm thick cement mortar 1:4 (1 cement : 4 sand) and finished neat complete. 582 12.24 Providing and fixing on roof pressed clay tile (Mangalore tile) 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete (steel frame work to be paid separately) 583 12.25 Providing and laying on roof pressed clay tile ridge (Mangalore tile) of 20mm thickness of approved pattern on steel frame work complete (steel frame work to be paid separately) 584 12.26 Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 sand : 4 stone aggregate 10mm and down grade) including finishing with cement mortar 1:3 (1 cement : 3 sand) as per standard design : In 75x75mm deep chase 585 12.27 Making khurras 45x45 cm (sunk area) with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1mx1mx400micron, finished with 12mm cement plaster 1:3 (1 cement : 3 sand) and a coat of neat cement rounding the edge and making and finishing the outlet complete so as to receive rain water/ spillage water on roof in a sunk area and completely rain out in a near perfect strain meter motion into rain water pipe. 586 12.28 Providing and fixing M.S. holder bat clamps of approved design to C.I. Or S.C.I. rain water pipes embedded in and including cement concrete blocks 10x10x10cm of Cement Concrete 1:2:4 mix (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) and cost of cutting holes and making good the walls etc. 12.28.1 100 mm diameter 12.28.2 150 mm diameter 587 12.29 Providing and fixing ISI marked sand cast iron rain water pipes. 12.29.1 100 mm dia minimum wall thickness 5mm 12.29.2 150 mm dia minimum wall thickness 5mm 588 12.30 Providing lead caulked joints to sand cast iron rain water pipes and fittings : 12.30.1 100 mm dia. Pipe 12.30.2 150 mm dia. Pipe 589 12.31 Providing, fixing and embedding sand cast iron accessories for rain water pipes in the masonry surrounded with 12 mm thick cement mortar of the same mix, as that of masonry (lead caulking will be paid for separately) : 12.31.1 Sand cast iron bend : 12.31.1.1 100 mm diameter 12.31.1.2 150 mm diameter 12.31.2 Sand cast iron plain shoes : 12.31.2.1 100 mm diameter 12.31.2.2 150 mm diameter 590 12.32 Providing and fixing on wall face Rigid Unplasticised rigid PVC (upvc) Single socketed rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. 12.32.1 75 mm diameter (minimum wall thickness 1.8mm) 12.32.2 110 mm diameter (minimum wall thickness 2.2mm) 591 12.33 Providing and fixing on wall face Unplasticised - UPVC moulded fittings/ accessories for Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. 12.33.1 Coupler 12.33.1.1 75 mm (minimum wall thickness 1.8mm) 12.33.1.2 110 mm (minimum wall thickness 2.2mm) 12.33.2 Single push fit Coupler : 12.33.2.1 75 mm (minimum wall thickness 1.8mm) 12.33.2.2 110 mm (minimum wall thickness 2.2mm) 12.33.3 Single tee with door 12.33.3.1 75x75x75 mm (minimum wall thickness 1.8mm) 12.33.3.2 110x110x110 mm (minimum wall thickness 2.2mm) 12.33.4 Single tee without door 12.33.4.1 75x75x75 mm (minimum wall thickness 1.8mm) 12.33.4.2 110x110x110 mm (minimum wall thickness 2.2mm) 12.33.5 Bend 87.5° 12.33.5.1 75 mm bend (minimum wall thickness 1.8mm) 12.33.5.2 110 mm bend (minimum wall thickness 2.2mm) 12.33.6 Shoe (Plain) 12.33.6.1 75 mm Shoe (minimum wall thickness 1.8mm) 12.33.6.2 110 mm Shoe (minimum wall thickness 2.2mm) 592 12.34 Providing and fixing unplasticised - PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 12.34.1 75 mm (minimum wall thickness 1.8mm) 12.34.2 110 mm (minimum wall thickness 2.2mm) 593 12.35 Providing and fixing to the inlet mouth of rain water pipe fixing cast iron grating 15 cm diameter and weighing not less than 440 grams. 594 12.36 Providing and fixing to the inlet mouth of rain water pipe PTMT (an Engineering Thermoplastic) grating square (Slit) 150 mm square with a height of 8 mm and weighing not less than 100 gms. 595 12.37 Providing and fixing 100 mm/110 mm diameter and 60 cm long rain water spout in cement mortar 1:4 (1 cement : 4 sand) 12.37.1 Stone ware spout 12.37.2 Upvc spout (Pipe dia.110 mm) 596 12.38 Providing and fixing of self-supported mechanically seamed roofing system, made of high quality steel, having 340 MPA yield strength, pre coated galvalume sheet as per ASTM A 792 M of base metal thickness from 0.8 mm to 1.6mm (tolerance ± 0.02mm). High grade steel sheet should have 55% aluminum and 45% zinc coating by hot-dip process of minimum 25 micron The rate includes supplying, fixing, loading unloading, hire charges of all plants machineries, anchors, fasteners, washers, bolts, epoxy, paint and all wastage etc. complete. Accessories and fixtures like hangers/clamps for installation of lighting /fixtures /utility/ duct as per requirement and ventilators, skylight can also be provided at crown/ridge by making cuts into the panels which is to be paid separately. This item shall be executed only by the agency which has all required manufacturing machineries and necessary expertise. 12.38.1 Base metal thickness 0.8mm up to span 15 meter 12.38.2 Base metal thickness 0.9mm , up to span 18 meter 12.38.3 Base metal thickness 1.0 mm, up to span 21 meter 12.38.4 Base metal thickness 1.1 mm, up to span 23 meter 12.38.5 Base metal thickness 1.2mm, up to span 25meter 12.38.6 Base metal thickness 1.3 mm, up to span 27 meter 12.38.7 Base metal thickness 1.4mm, up to span 29meter 12.38.8 Base metal thickness 1.5 mm, up to span 31 meter 12.38.9 Base metal thickness 1.6 mm, up to span 33 meter 12.38.10 Providing and fixing galvalume 1.0 mm thick clamps/hangers of size 75X140mm with saddle of 50mm dia, riveted at one side and nut and bolt at other side, to self-supported roofing system by mechanical seaming to suspend light fixture/cable stay/false ceiling/duct etc., at their location which should be planned earlier by engineer-in-charge. Clamps shall be fixed during seaming of panels. 12.38.11 Providing and fixing advanced type hurricane turbo ventilator to self- supporting roof having neck dia 600mm made of aluminum having 24 nos vertical vanes made of aluminum sheet. Ventilator should be fixed on 1 to 2mm thick G.I. ring which shall be fixed on 2mm thick polycarbonate sheet. Polycarbonate sheet shall have foam tap or rubber gasket under and over it and fixed by 1 to 2 mm thick aluminum angle 25X25mm with self- tapping screw to panels. All joints shall be sealed by silicon. Rates i/c of all material, labour fittings screw, rings, foam tap, aluminum angles etc. complete. Deduction shall not be made for cutting area of self-supported roof. 12.38.12 Providing and fixing of 2mm thick polycarbonate sheet to self-supported roofing system. The sheet shall have tensile strength and elongation as per ASTM D 638, refractive index as per ASTM D 592, light transmission as per ASTM D 1003 and specific gravity as per STM D 792. Polycarbonate sheet shall have foam tap or rubber gasket under and over it and fixed by 1 to 2 mm thick aluminum angle 25X25mm with self- tapping screw to panels. All joints shall be sealed by silicon. Rates include of all material, labour, fittings, screw, foam tap, aluminum angles etc. complete. Deduction shall not be made for cutting area of self-supported roof. 597 12.39 Supply, fabrication and erection of three-dimensional space frame steel structure consisting of support node, primary space frame members, space notes nodes, bolts, sleeves (nut), purlin stool, purlin etc. to support roof sheet in plain or curved shape. (Approximate zinc coating thickness 77 Microns) and shall not be less than 400 g/sqm (Approximate zinc coating thickness 56 microns). Bolts, sleeves and cones shall be electro-galvanized to ASTM B 633 Type 2, SC3. Shop drawings along with structural design analysis shall be provided by the manufacturer for approval of the engineer in charge. Rate shall include cost of design, all material, all lifts, labour, transport, storage, machines, tools and plants, wastages, erection and installation at site all necessary scaffolding etc. necessary to provide finished product but excluding cost of erection/construction of support shaft and roof sheet. 598 12.40 Providing and fixing roofing consist of 0.8 mm thick galvanized steel deck sheet confirming to IS 277:1992 used as permanent shuttering over which MS wire mesh 3mm laid at 100x100 mm grid including edge trim covered with concrete. This metal deck will be supported on structural steel beam with shear studs. (Structural steel like Beam, column, joists etc. & concrete of different grade as per design will be paid separately). 599 12.41 Providing and fixing in position roof tile under lay using 12mm thick(minimum) Moisture/fire Resistance heavy duty fibre cement board(High Pressure Steam Cured) Type A,Category 4 conforming to IS 14862:2000, fixed on Steel frame work of 610mmx610mm or 610mmx1220mm grid by counter sunk stainless screw @ 300mm C/C all complete as per the drawings. Tiles etc may be laid on the board substrate by sealing the joints properly with filler material or sealant to ensure no leakage through joints. All complete as per drawings, specification and as per direction of Engineer-in-Charge.Note - MS Section structure and roof tile like Shingles/Mangalorian Tiles etc cost will be paid seprately. 600 12.42 Providing and fixing thermal insulation of ceiling (under deck insulation) with Resin Bonded Fibre glass wool conforming to IS: 8183 density 24kg/m3, 50mm thick, wrapped in 200 G Virgin Polythene bags fixed to ceiling with metallic cleats (50x50x3 mm) @ 60 cm and wire mesh of 12.5mm x 24 gauge wire mesh, for top most ceiling of building. 601 12.43 Providing and fixing thermal insulation with Resin Bonded Fibre glass wool conforming to IS : 8183, density 16kg/m3, 50mm thick, wrapped in 200G Virgin Polythene bags placed over existing false ceiling and held in position by criss-crossing GI wire. 602 12.44 Thermal Insulation of roofing with Expanded polystyrene fixed with suitable adhesive to the false ceiling as per the directions of the Engineer-in-charge : 603 12.44.1 With Type N - Normal 50 mm thick 604 12.44.2 With Type SE - Self Extinguishing type 50 mm thick. 605 12.45 Providing and laying thermal insulation of roofing with 40 mm thick impervious sprayed, closed cell free Rigid Polyurethane foam over deck insulation conforming to IS - 12432 Pt. III (density of foam being 40-45 kg/cum), over a coat of polyurethane primer applied @ 6-8 sqm per litre, laying 400 G polythene sheet over PUF spray and providing a wearing course of 40 mm thick cement screed 1: 2 : 4 (1 cement : 2 sand : 4 stone aggregate 20 mm nominal size) in chequered rough finish, in panels of 2.5 mx2.5 m and embedding with 24 G wire netting and sealing the joints with polymerized mastic, all complete as per direction of Engineer-in-Charge. 606 12.46 Providing and fixing thermal insulation with Resin Bonded Fibre glass wool conforming to IS: 8183 having density 24 kg/m3, 50 mm thick, wrapped in 200G Virgin Polythene Bags fixed to wall with screw, rawl plug and washers and held in position by criss crossing GI wire etc. complete as per directions of Engineer-in- Charge. 607 12.47 Providing and fixing thermal insulation of ceiling (under deck insulation) with Resin Bonded Rockwool conforming to IS: 8183, density 48 kg/ m3, 50 mm thick, wrapped in 200 G Virgin Polythene bags fixed to ceiling with metallic cleats (50x50x3 mm) @ 60 cm and wire mesh of 12.5mm x 24 gauge wire mesh, for top most ceiling of building. 608 12.48 Providing and fixing thermal insulation with Resin bonded rock wool conforming to IS: 8183, density 48 kg/m3, 50 mm thick, wrapped in 200 G virgin Polythene bags placed over existing false ceiling and held in position by criss- crossing GI wire. 609 12.49 Providing and fixing thermal insulation with Resin Bonded rock wool conforming to IS: 8183, having density 48 kg/m3. 50 mm thick, wrapped in 200 G Virgin Polythene Bags fixed to wall with screw, rawl plug and washers and held and in position by criss cossing GI wire etc.complete as per directions of Engineer-in-Charge. 610 12.50 Supply and application of 48kg/m3 density & 50 mm thick with a tolerance of -2 + 6mm of Rockwool RB slabs unfaced (Binder<3.5%); conforming to IS: 8183/ASTM C 612 latest edition with amendments. Non- combustible when tested as per BS 476 Part 4 or A1 when tested as per EN: 13501. Two random samples from each supplied batch will be test for shot content at the site. The melting point of the wool shall be more than 1000°C and wool shall be bio-soluble in accordance with EU directive 127/2008 or similar. All Above mentioned standard are as per latest edition with amendments. 611 12.51 Supply & Application of Rockwool RB slab 48kg density, 50mm thick wrapped in 200G vergine polythene bags for partition, ceiling (Under Deck insulation) conforming to IS: 8183 with tolerance of -2 +6mm of rock wool RB slabs unfaced (Binder <3.5%) conforming to IS: 8183/ASTM C 612 latest edition with amendments. Non-combustible when tested as per BS 476 Part 4 or Al when tested per EN 13501. . Two random samples from each supplied batch will be test for shot content at the site. The melting point of the wool shall be more than 1000°C and wool shall be bio-soluble in accordance with EU directive 127/2008 or similar. All Above mentioned standard are as per latest edition with amendments. 612 12.52 Supply & Application of Rockwool RB 2 slab 64kg /m3, 50mm thick, with GI wire netting 24 SWG; fixing for NRC Value 1.00 for Acoustics, thermal & fire purpose conforming to and IS: 8133, IS: 8183 with tolerance of -2 + 6mm of RB slabs unfaced (Binder < 3.5%); conforming to IS: 8183/ASTM C 612 latest edition with amendments. Two random samples from each supplied batch will be tested for shot content at the site. The melting point of the wool shall be more than 1000°C and wool shall be bio-soluble in accordance with EU directive 127/2008 or similar. All Above mentioned standard are as per latest edition with amendments. 613 12.53 Supply & Application of Rockwool building roll (1.1mx10m) 48kg density, 50mm thick with FSK (foil scrim Kraft) aluminium foil facing for HVAC duct & building underdeck purpose conforming to IS: 8183, IS: 8183 and IS:8183 a tolerance of -2 +6 mm of Rockwool RB slabs unfaced (Binder < 3.5%) ; conforming to IS: 8183; /ASTM C 612 latest edition with amendments. Non-combustible when tested as per BS: 476 Part 4 or Al when tested as per EN: 13501. Two random samples from each supplied batch will be test for shot content at the site. The melting point of the wool shall be more than 1000°C and it shall be bio-soluble in accordance with EU directive 127/2008 or similar. All Above mentioned standard are as per latest edition with amendments. 614 12.54 Supply & Application of Rockwool Building Roll (1.1mX10m) 48kg density, 50mm thick with ALG (Alu & glass) mixture of Aluminium & glass facing for building underdeck application below metal sheet also conforming IS: 8183, IS: 8183 and IS: 8183 a tolerance of -2+6mm of rockwool RB slabs unfaced (Binder < 3.5%); conforming to IS: 8183/ASTM C 612 latest edition with amendments. Non-combustible when tested as per BS 476 Part 4 or Al when tested as per EN 13501. The maximum service temperature shall be 700°C. Shot content should be less than 2% for 500 microns & less than 10% for 250 microns when tested as per standard IS: 3144. Two random samples from each supplied batch will be test for shot content at the site. The melting point of the wool shall be more than 1000°C and wool shall be bio-soluble in accordance with EU directive 127/2008 or similar. All Above mentioned standard are as per latest edition with amendments. 615 12.55 Providing and fixing of minimum 12mm thick, 5 layered bubble Reflective thermal insulation made of 12 microns aluminum foil with minimum 97% Reflectivity on both outer sides, under both aluminum foil 4mm thick FR bubble insulation with Low Emissivity - 0.032 (ASTM1371), Fire Class A (ASTM E84) All five layers of insulation shall be stick with each other by registered manufacturer using hot process without using any kind of adhesive. Insulation shall be supplied in 1.10m wide roll width with 50mm wide factory-made cuts at both sides to joint another roll by using general stapler in case of new shed and adhesive in case of existing or self-supported roof. 12.55.1 Fixing of insulation on new work by laying horizontally on the purlins and perpendicular to the direction of purlins and fixing by using self- tapping screws at equal distance. Place and align the second roll of insulation parallel to the first roll and overlaps the adjacent rolls. After Insulation is fixed over the purlins the metal sheet is placed over insulation and drilled with self-tapping screws with purlins etc. complete, including all material and scaffolding. 12.55.2 Installation of insulation in Old Sheds where the sheets have been already fixed over the purlins so insulation shall be fixed under the purlins covering the roof bottom. Insulation roll to be unfolded at the bottom of the purlin horizontally and parallel to the roof and fixed by using the self- tapping screw with a washer at equal distance etc. Complete, including all material and scaffolding. 12.55.3 Insulation of Self-Supported Roof shall be applied under the roofing by using stud welding to the self- supported roof at a distance not be more than 300 mm in both directions. At each stud insulation roll shall be pushed against the studs so that it gets punctured and then non-returning washer has to be applied at the stud etc. complete, including all material and scaffolding. 616 12.56 Providing and fixing 50 mm thick extruded polystyrene rigid insulation board (XPS) of required size over- deck on ceiling surface, complying with ASTM C 578 - type VI, having thermal conductivity of 0.0289 W/mK as per ASTM C 518, compressive strength of > 350 kPa listed as per ASTM C 1621, density of 34-36 kg/m³ as per ASTM D 1622, water absorption < 1% by volume as per ASTM C 272, oxygen index of minimum 24 as per ASTM D 2863 and Fire retardant property as per DIN 4102, with preferred stone or pre-cast tiles shall be laid over the XPS board with suitable grouting including providing pre-fabricated EPDM drain outlets (Cement Screed casting shall be done at the junction of roof and parapet walls), all as per the directions of Engineer-in-charge. 617 12.57 Providing and fixing 50 mm thick extruded polystyrene rigid insulation board of required size underdeck on ceiling surface, complying with ISO 4898:2008 & ASTM C 578-08b - type VI, having thermal conductivity of 0.0289 W/m K as per ASTM C 578 Fire retardant property as per DIN 4102, Part 1 of class B2 and as per ASTM E84 class A, fixed with suitable water based adhesive and fastener, complete in all respect as per the directions of Engineer-in-Charge. 618 12.58 Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, jointing tapes, finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturers specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with: 12.58.1 10mm thick plaster of Paris (gypsum anhydrous) sheet 10mm thick pop board 12.58.1.1 Flat surfaces 12.58.1.2 Curved surfaces 12.58.1.3 Sunk or raised mouldings 12.58.1.4 Extra for providing in the plaster of Paris (Gypsum anhydrous) ceiling above 5 metre height from floor level. 12.58.2 12.5 mm thick tapered edge gypsum board 12.58.2.1 Plain board conforming to IS: 2095- Part I : 2011 (Board with BIS certification marks). 12.58.2.2 Fire resistant Glass Reinforced Gypsum (GRG) board conforming to IS: 2095- (Part 3) : 1996 (Board with BIS certification marks) 12.58.2.3 Gypsum moisture resistant board. 12.58.2.4 Fully Perforated Gypsum Plaster Board having approx. 15 % perforated area with perforation size and pattern as approved by the Engineer-in-charge and as per manufacturers specification, with all 4 side tapered and backed by acoustical tissue with NRC value not less than 0.60. 12.58.3 8 mm thick Calcium Silicate Board made with Calcareous and Siliceous materials reinforced with cellulose fiber manufactured through autoclaving process. 619 12.59 Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of mainT runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanized butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T-sections shall be pre- painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge. 12.59.1 GI Metal Ceiling Lay in plain Tegular edge Global white color tiles of size 595x595 mm, and 0.5 mm thick with 8 mm drop; made of G I sheet having galvanizing of 100 gms/sqm (both sides inclusive) and electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending. 12.59.2 GI Metal Ceiling Lay in perforated Tegular edge global white color tiles of size 595x595 mm and 0.5 mm thick with 8 mm drop; made of GI sheet having galvanizing of 100 gms/sqm (both sides inclusive) and 20% perforation area with 1.8 mm dia holes and having NRC (Noise Reduction Coefficient) of 0.5, electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending and perforation, and backed with a black Glass fiber acoustical fleece. 12.59.3 12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm, made of Gypsum plasterboard, manufactured from natural gypsum as per IS 2095 part I and laminated with white 0.16mm thick fire retardant PVC film on the face side and 12micron metalized polyester on the back side with all edges sealed with the face side PVC film which goes around and wraps the edges and is bonded to the edges and the back side metalized polyester film so as to make the tile a ompletely sealed unit. 12.59.4 12.5 mm thick fully Perforated Gypsum Board tile made from plasterboard having glass fibre conforming to IS: 2095 part I, of size 595x595 mm, having perforation of 9.7x9.7 mm at 19.4 mm c/c with center borders of 48 mm and the side borders of 30 mm, backed with non woven tissue on the back side, having an NRC (Noise Reduction Coefficient) of 0.79, with 50 mm resin bonded glass wool backing. 12.59.5 Glass fiber Acoustical Suspended Ceiling System with 16 mm thick tegular edge or micro look edge tiles of size 595x595mm.The tiles should have Humidity Resistance (RH) of 99%, NRC 0.5, Light Reflectance ≥83%, Thermal Conductivity k = 0.052 - 0.057 w/m K, Colour White, Fire Performance UK Class 0 / Class 1 (BS 476 pt - 6 and7) in module size of 600 x 600 x 16mm with Bio Block coating on the face of the tile, suitable for Green Building application, with Recycled content of 38 - 41%. The Tile and Grid system used together should carry a 15 year warranty. 12.59.6 8mm thick non-asbestos multipurpose termite, fire & moisture resistance cement bonded particle board as per IS: 14276, white primedcolour tiles of size 595X595 mm. 12.59.7 6mm thick non-asbestos multipurpose termite, fire & moisture resistance cement bonded particle board as per IS: 14276, white primed colour tiles of size 595X595 mm. 620 12.60 Providing and fixing GI Clip in Metal Ceiling System of 600x600 mm module which includes providing and fixing ‘C’ wall angle of size 20x30x20mm made of 0.5mm thick pre painted steel along the perimeter of the room with help of nylon sleeves and wooden screws at 300mm center to centre, suspending the main C carrier and in direction perpendicular to it at 600mm centers with help of suspension brackets. Wherever the main C carrier and spring T have to join, C carrier and spring T connectors have to be used. All sections to be galvanized @ 120 gms/sqm (both side inclusive) Fixing with clip in/swing down tiles into spring T with 12.60.1 GI Metal Ceiling Clip in /swing down plain Beveled edge global white color tiles of size 600x600 and 0.5mm thick with 25mm height, made of G I sheet having galvanizing of 100 gms/sqm (both sides inclusive) and electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending. 12.60.2 GI Metal Ceiling Clip in /swing down plain Beveled edge global white color tiles of size 600x600 and 0.5mm thick with 25mm height, made of G I sheet having galvanizing of 100 gms/sqm (both sides inclusive) and 20% perforation area with 1.8mm dia holes and having NRC of 0.5, electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending and perforation. 621 12.61 Providing & Fixing of Unperforated Antibacterial Metal Tile Ceiling System comprising of Tile of 600mm wide and 600mm long manufactured out of 0.7mm thick aluminium alloy 3105 with beveled edge of 4.15mm width and height of 32mm. The Tile will be manufactured on advanced equipment that includes several levelling stages in the manufacturing process by approved certified manufacturers. The Tile shall be clipped into clip in rail of 0.5mm thick G.I. in form of a grid system using a cross connector. The clip in rail shall be supported from slab by means of rigid Suspension of 4mm G.I.Road, Hold on Clamp with Clip. (Rate include all materials and labour). 622 12.62 Providing and fixing board ceiling of approved quality with necessary nails etc. complete (frame work to be paid separately): 12.62.1 12mm thick insulating board 12.62.1.1 Natural colour insulating board 12.62.1.2 White face insulating board 12.62.1.3 Flame retardant face insulating board 12.62.2 Flat pressed 3 layer medium density particle board or graded particle board (Grade I) IS: 3087 12 mm thick marked in ceiling with necessary nails etc. complete 12.62.3 6 mm thick plain Multipurpose Cement board ( High Pressure steam cured ) as per IS : 14862, with suitable screws for fibre cement board in ceiling etc. complete 12.62.4 6mm thick High Pressure Steam Cured non asbestos, reinforced with cellulose fibres,Moistur& fire Resistance heavy duty fibre cement board, Type A,Category 4 conforming to IS 14862:2000.(for wet areas) 12.62.5 4 mm thick High Pressure Steam Cured non asbestos, pre-painted, self- embossed, designer cement boardType B, Category 3 conforming to IS 14862:2000 . of approved texture,design patterns 623 12.63 Extra for Circular cutting and wastages in ceiling with: board only (frame work) Natural colour insulating 12 mm thick board paid separately. 624 12.64 Extra for providing and fixing ceiling to curved surfaces in narrow widths 625 12.65 Providing and fixing false ceiling with 12 mm thick plain/ semi perforated or with design ceiling tiles of BWP type phenol formaldehyde synthetic resin bonded pressed particle board conforming to IS:3087, finished with a coat of aluminium primer on both sides and edges including two coats of synthetic enamel paint of approved quality on exposed face, fixed to a grid made out of anodised aluminium (with 15 micron anodic coating) The frame work shall be suspended from ceiling by level adjusting hangers of 6 mm dia M.S rod fixed to roof slab by means of ceiling cleats and dash fastener. The suspenders shall be placed 600 x 1200 mm centre to centre including fixing to the frame with C.P brass screws and applying a priming coat of zinc chromate yellow primer (aluminium frame work shall be paid separately). 626 12.66 Providing and Fixing colour coated profile sheet of minimum 1015 mm effective cover width and nominal 28.5 mm deep ribs with subtle square fluting in the five pan at nominal 203 mm centre-to-centre. The end rib shall be designed for anti-capillary action, to avoid any seepage of water through the lateral overlap. The sheet shall have brand marking of the manufacturer giving product details on the back of the sheet at every 1 meter c/c for confirming genuinity of the material. The sheet shall be fixed using self- drilling /self-tapping screws of size (5.5x 55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces excluding the cost of purlins, rafters and trusses and including cutting to size and shape 627 12.67 Extra for providing 3 mm thick translucent white acrylic plastic sheets of approved quality in false ceiling instead of 12 mm thick plain or design particle board ceiling tiles. 628 12.68 Providing and fixing expanded polystyrene (thermacol) false ceiling (frame work to be paid separately) : 12.68.1 With Type N - Normal 50 mm thick 12.68.2 With Type SE - Self Extinguishing type 50 mm thick 629 12.69 Providing and fixing false ceiling with fabric fixing with nail etc. (frame work and beading to be paid separately). 12.69.1 costing upto 70/- per metre, 12.69.2 Rs 70- 150 per meter 12.69.3 Upto 200 per meter 630 12.70 Providing and fixing perforated Aluminium panel ceiling of white/ natural satin colour supplied by approved manufacturers consisting of panel of standard size with bevel edge, panel length up to 6 m, coil Coated on a Continuous Paint Line suitable for Interior application, double baked and roll formed from enamelled corrosion resistance aluminium alloy AA 5050 (Al. Mg) for higher strength and good roll forming characteristics. Panel carrier shall be suspended by means of G.I. threaded rod having 6 mm diameter at a distance of 1.5 mtr. Actual distance of threaded rod/carrier might vary and to be calculated based on the actual drawing and site condition. The Measurements shall be wall to wall without any deductions for lights, diffusers, columns etc. 12.70.1 With panels of size 300mm wide X30mm deep X 0.7mm thick and panel carrier of size 40.5mm wide X 62mm deep X 0.9mm thick 12.70.2 With panels of size 150mm wide X 15.5 mm deep X 0.5mm thick and panel carrier of size 32mm wide X 39mm deep X 0.95mm thick 12.70.3 With panels of size 84mm wideX16mm deep X 0.5mm thick and panel carrier of size 62mm wide X 29mm deep X 0.95mm thick 631 12.71 Providing and fixing un-perforated Aluminium Panel ceiling Supplied by approved manufacturers of standard white/ natural satin shade consisting of panel 30 mm/80mm/130mm/180mm wide X 15 mm deep X 0.5mm /0.6mm thick respectively, with square edges having panel length up to 6 mtr, Coil Coated on a Continuous Paint Line, Double baked and roll formed from enamelled corrosion resistance Aluminium alloy AA 5050 (Al.Mg) for higher strength and good roll forming characteristics. The Carrier shall be suspended by means of G.I. suspension rod 4mm diameter, and a Galvanised suspension spring clip at a distance of 1.7mtrs centre to centre. Actual distance of threaded rod/carrier might vary and to be calculated based on the actual drawing and site condition. The Measurements shall be wall to wall without any deductions for lights, diffusers, columns etc. 632 12.72 Providing and fixing U Baffle Aluminium panel ceiling of different colors and finish supplied by approved manufacturers, consisting of panel size 50 mm width X 100 mm deep using 0.6 mm thick, panel length upto 4 mtr, Coil Coated on a Continuous Paint Line, Double baked and roll formed from enamelled corrosion resistance Aluminium alloy AA 3005 (Al. Mg) for higher strength and good roll forming characteristics. Actual distance of threaded rod/carrier might vary and to be calculated based on the actual drawing and site condition. The measurements shall be wall to wall without any deductions for lights, diffuses, columns etc. As an option, ceiling area above U Baffle can be painted by the contractor in black colour or any other colour as per the architect for better aesthetics before fixing this system. 12.72.1 Standard White / Natural Satin Shade 12.72.2 Wooden Finish 633 12.73 Supply & Fixing of perforated G.I false ceiling tile or plank using torsion spring fixing system supplied by approved manufacturer comprising of tile of 600 mm wide and 600 mm long manufactured out of 0.5 mm thick or plank of 600mm wide and 1200 mm long manufactured out of 0.6mm thick galvanised steel perforated with 2 mm dia. at a distance of 5mm centre to centre. Non-woven felt made of glass- reinforced fibre glued over the perforation at the back side of panels to provide noise reduction co efficient up to 0.7 NRc. “Tee” sections, 3.6m long, with factory punched flanges to receive torsion spring assembly. Main Tee on centre spacing to match panel length. Cross runners 24 mm deep, inverted “Tee” sections designed to interlock in to web of main tee section on designated spacing. Cross tee length to match panel length. Cross tees are spaced at a spacing of 600 mm on centre maximum. The measurements shall be wall to wall without any deductions for lights, diffusers, columns etc. 12.73.1 Tile of 600 mm wide ,600 mm long and 0.5 mm thick 12.73.2 Plank of 600mm wide ,1200 mm long and 0.6mm thick 634 12.74 Providing and fixing of composite perforated Gypsum board with Glass wool Fiber panel of Size 595x595x25 mm with 10mm square Perforation tiles false ceiling in true horizontal level suspended on interlocking metal grid of hot dipped galvanized steel section (Galvanized @ 120 gms/sqm both sides inclusive) consisting of main “ “T” runners to be suspended from ceiling using GI slotted plates of size 27x37x25x1.6 mm fixed to ceiling with 12.50 mm dia and 40 mm long dash fasteners, 4 mm GI adjustable rods with galvanized butterfly level clips of size 85x30x0.80 mm spaced @ 1200mm centre to centre along with main T, bottom exposed width of 24mm of all T-sections shall be pre- painted with polyester paint all complete at all heights as per specifications and drawings and as directed by Engineer-in-Charge. 635 12.75 Providing and fixing of Composite perforated MDF board with Glass wool Fiber panel of Size 595x595x18 mm 10mm Square Perforation tiles (Square /Tegular Edge) false ceiling in true horizontal level suspended on interlocking metal grid of hot dipped galvanized steel section (Galvanized @ 120 gms/sqm both sides inclusive) consisting of main “T” runners to be suspended from ceiling using GI slotted plates of size 27x37x25x1.6 mm fixed to ceiling with 12.50 mm dia and 40 mm long dash fasteners, 4 mm GI adjustable rods with galvanized butterfly level clips of size 85x30x0.80 mm spaced @ 1200mm centre to centre along with main T, bottom exposed width of 24mm of all T-sections shall be pre- painted with polyester paint all complete at all heights as per specifications and drawings and as directed by Engineer-in-Charge. 636 12.76 Providing and fixing of Perforated Gypsum board with Acoustical Glass Fiber Tissue faced panel of Size 595x595x12.5mm, Square 10mm Perforation tiles (Square Edge) false ceiling panels in true horizontal level suspended on interlocking metal grid of hot dipped galvanized steel section (Galvanized @ 120 gms/sqm both sides inclusive) consisting of main “T” runners to be suspended from ceiling using GI slotted plates of size 27x37x25x1.6 mm fixed to ceiling with 12.50 mm dia and 40 mm long dash fasteners, 4 mm GI adjustable rods with galvanized butterfly level clips of size 85x30x0.80 mm spaced @ 1200mm centre to centre along with main T, bottom exposed width of 24mm of all T-sections shall be pre- painted with polyester paint all complete at all heights as per specifications and drawings and as directed by Engineer-in-Charge. 637 12.77 Providing and fixing mineral fibre false ceiling tiles at all heights of size 595X595mm of approved texture, design and pattern. The tiles should have Humidity Resistance (RH) of 99%, Light Reflectance≥ 85%, Thermal Conductivity k = 0.052 -0.057 w/m K, Fire Performance as per (BS 476 pt - 6 &7)in true horizontal level suspended on interlocking TGrid of hot dipped all round galvanized iron section of 0.33 mm thick (galvanized @120 gsm) comprising of main T runners of 15x32 mm of length 3000 mm, cross T of size 15x32mm of length 1200 mm and secondary intermediate cross T of size 15x32 mm of length 600 mm to form grid module of size 600x600 mm suspended from ceiling usinggalvanized mild steel item (galvanised@80gsm) 50 mm long 8mm outer diameter M-6 dash fasteners, 6 mm diameter fully threaded hanger rod up to 1000 mm length and L-shape level adjuster of size 85x25x2 mm, spaced at 1200 mm centre to centre along main ‘T’. The system should rest on periphery walls /partitions with the help of GI perimeter wall angle of size24x24X3000 mm made of 0.40 mm thick sheet, to be fixed to the wall with help of plastic rawl plug at 450 mm centre to centre & 40 mm long dry wall S.S. screws. The exposed bottom portion of all T-sections used in false ceiling support system shall be prepainted with polyester baked paint, for all heights. The work shall be carried out as per specifications, drawings and as per directions of the engineer-incharge. With 16 mm thick beveled tegular mineral fibre false ceiling tile (NRC 0.55 to 0.6) 638 12.78 Providing and fixing false ceiling at all heights with 15 mm thick integral densified micro look edged non- cementitious light weight calcium silicate false ceiling tile reinforced with fibre and natural filler false ceiling tiles of Size 595x595 mm of approved texture, design The work shall be carried out as per specifications, drawing and as per directions of the Engineer-in-Charge.80 grams per sqm) i.e. 50 mm long, 12 mm outer diameter M-6 dash fasteners with the help of Z cleat of 27x37x27x2 mm, 6 mm dia fully threaded hanger rod upto 1000 mm length and L-shape level adjuster of size 85x25x25x2 mm. Galvanised iron perimeter wall angle of size 22x19x0.40 mm of length 3000 mm to be fixed on periphery wall / partition with the help of plastic rawl plugs at 450 mm centre to centre and 40mm long dry wall S.S screws. The work shall be carried out as per specifications, drawing and as per directions of the Engineer-in-Charge. 639 12.79 Providing and fixing false ceiling at all heights with 15 mm thick integral densified mirolook edge with BIO SAFE coating as per ISO 7251:2005, ISO 20743:2007 and ISO 21527-1:2008, making the tiles resistant to bacterial growth in case of any external bacterial contact made onto the surface of tiles, non-cementitious light weight calcium silicate false ceiling tile reinforced with fibre and natural filler false ceiling tiles of Size 595x595 mm with the help of Z cleat of 27x37x27x2 mm, 6 mm dia fully threaded hanger rod upto 1000 mm length and L-shape level adjuster of size 85x25x25x2 mm. Galvanised iron perimeter wall angle of size 22x19x0.40 mm of length 3000 mm to be fixed on periphery wall / partition with the help of plastic rawl plugs at 450 mm centre to centre and 40mm long dry wall S.S screws. The work shall be carried out as per specifications, drawing and as per directions of the Engineer-in-Charge. 640 12.80 Providing and fixing in position wall panelling at all heights with 15 mm thick fully perforated square/butt edge light weight calcium silicate panels/ tiles., non-cementitious, reinforced with fibre and natural filler, having NRC (Noise Reduction Coefficient) of 0.10-0.20 for plain and designer 0.15-0.40 for pinhole texture and NRC 0.45-0.65 for fully perforated tiles as per IS 8225:1987, sound attenuation STA-32db. of 0.75 (minimum) as per IS 8225:1987, Light Reflectance of 85% (minimum), non-combustible as per BS:476 (part-4), 50-52% recycled content including fly ash, The joints between the panels are to be duly jointed and finished using recommended jointing calcium silicate based compound and fibre joint tape roll 50mm wide (90 metre) roll and two coats of primer suitable for panelling as per manufacturers specification as per direction of engineer-in-charge all complete. With 15 mm thick fully perforated square/butt edge light weight calcium silicate panels/ tiles. 641 12.81 Providing & fixing false ceiling at all heights with GRG (Glass Fibre Reinforced Gypsum) false ceiling tiles of Size 595x595 mm of approved texture, design and patterns having moisture content less than 2%, humidity resistance of 99%, NRC0.50 to 0.75 as per IS 8225:1987, Galvanised iron perimeter wall angle of size 24x24x0.40 mm of length 3000 mm to be fixed on periphery wall / partition with the help of plastic rawl plugs at 450 mm center to center and 40 mm long dry wall wood screws. The work shall be carried out as per specifications, drawing and as per directions of the Engineer-in- Charge. 12.81.1 With semi perforated 12mm thick micro tegular edged GRG false ceiling tiles. 12.81.2 With fully perforated 10mm thick square edged GRG false ceiling tiles for sound proof and acoustic. 642 12.82 Providing and Fixing 15 mm thick densified tegular edged eco friendly light weight calcium silicate false ceiling tiles of approved texture of size 595 x 595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped 387alvanized steel sections (387alvanized387 @ 120 grams per sqm including both side) consisting of main ‘T’ runner suitably spaced at joints to get required length and of size 24x38 mm made from 0.33 mm thick (minimum) sheet, spaced 1200 mm centre to centre, and cros‘T’, bottom exposed with 24 mm of all Tsections shall be pre-painted with polyster baked paint, for all heights, as per specifications, drawings and as directed by Engineer- in-Charge.Note :- Only calcium silicate false ceiling area will be measured from wall to wall. No deduction shall be made for exposed frames/ opening (cut outs) having area less than 0.30 sqm.The calcium silicate ceiling tile shall have NRC value of 0.50 (Minimum), light reflection > 85%, non- combustible as per B.S. 476 part IV, 100% humidity resistance and also having thermal conductivity 643 12.83 Providing and fixing upvc plank, Plank size (340 X 2700 ) mm as per approved shade, the panel shall be laser catted end of plank fixing j-trim fixed and corner edge of ceiling fixed u pvc clip same colour and providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 125 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts,other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular,j trim end clip includes in this item any other item not be paid sepratly complete in all respect as per the directions of Engineer-in-Charge. . 644 12.84 Providing & Fixing PVC ceiling system profile panel with click system interlock panel size 4000mmx340mmx1mm resistance to weather perfect finish in wood grain & solid colour maintenance free Resistance to weather truly anti bacterial. with edge profile J-trim on periphery & center profile T-trim in panel joint Complete System to be fixed on G.I. framework of ceiling section at 450 mm distance with enter section suspended by roof by G.I. angle hanger in proper line & level etc complete . PRODUCT SPECIFICATIONS: Meets or exceeds the standard specification of (ASTM D-4477) and its referenced documents. observed. (Tested at 50 LBS) Tensile strength, MPa: >37.0 Tensile modulus, MPa: >2000 Surface distortion: None at 120F Squareness: <1/8” of square Length: Within ¼” of specification Lock control: Complies Color Change: <2 grayscales (16 hrs under 1200W/m2 UV radiation at 50 degrees) 645 12.85 Design built, supply and erection of Tensile (fabric) structure system including designing and fabrication in M.S. steel tubular structure as per Indian standard section as per approved design and shape including base plate, dash fastener, clits etc. Cutting, patterning, plotting and wielding of fabric with the help of tensile structure software. Fabric should be wielded by high frequency PVC wielding in proper line with PVC cader to be fixed on end of the fabric and to be stretched & fixed on M.S. design structure with the help of. M.S. Flat bar with self-taping screw. M.S. structure to be painted with one coat of epoxy primer with MRF PUpaint of approved colour in desired shape. With 1050 GSM tensile fabric 12.85.1 With precontraint tensile membrane 1050 GSM (20 years Warranty) 12.85.2 With precontraint tensile membrane 1050 GSM (15 Years warranty) 646 13.1 12 mm cement plaster of mix : 13.1.1 1:4 (1 cement : 4 sand) 13.1.2 1:6 (1 cement : 6 sand) 647 13.2 15 mm cement plaster on the rough side of single or half brick wall of mix 13.2.1 1:4 (1 cement : 4 sand) 13.2.2 1:6 (1 cement : 6 sand) 648 13.3 20 mm cement plaster of mix : 13.3.1 1:4 (1 cement : 4 sand) 13.3.2 1:6 (1 cement : 6 sand) 649 13.4 12 mm cement plaster finished with a floating coat of neat cement of mix : 13.4.1 1:3 (1 cement : 3 sand) 13.4.2 1:4 (1 cement : 4 sand) 650 13.5 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix 13.5.1 1:3 (1 cement : 3 sand) 13.5.2 1:4 (1 cement : 4 sand) 651 13.6 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 sand) finished with a top layer 6mm thick cement plaster 1:4 (1 cement : 4 sand). 652 13.7 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 sand) and a top layer 6mm thick cement plaster 1:3 (1 cement : 3 sand) finished rough with sponge. 653 13.8 6 mm cement plaster of mix : 1:3 (1 cement : 3 sand) 654 13.9 6 mm cement plaster 1:3 (1 cement : 3 sand) finished with a floating coat of neat cement and thick coat of Lime wash on top of walls when dry for bearing of R.C.C. slabs and beams. 655 13.10 Neat cement punning 656 13.11 Rough cast plaster upto 10m height above ground level with a mixture of sand and gravel or crushed stone from 6mm to 10mm nominal size dashed over and including the fresh plaster in two layers, under layer 12mm cement plaster 1:4 (1 cement: 4 sand) and top layer 10mm cement plaster 1:3 (1 cement: 3 sand) mixed with 10% finely grounded hydrated lime by volume of cement. Finished with ordinary cement. 657 13.12 Pebble dash plaster upto 10m height above ground level with a mixture of washed pebble or crushed stone 6mm to 12.5mm nominal size dashed over and including fresh plaster in two layers under layer 12mm cement plaster 1:4 (1 cement: 4 sand) and top layer 10mm cement plaster with cement mortar 1:3 (1 cement: 3 sand) mixed with 10% finely grounded hydrated lime by volume of cement. 658 13.13 Providing sand faced plaster upto 10meter hight above ground level concrete or brick masonry surfaces in two coats, base coat of 13 mm thick in cement mortar 1:4 (1 cement: 4 sand), clearing the surface by combing it and finishing coat of 8 mm. thick in cement mortar 1:3 (1 cement: 3 sand) and taking out surface grains by mechanical arrangement or applying second coat by mechanical means including cost of all material, labour, and T and P including all lead, lift and scaffolding etc. complete. 659 13.14 Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers. 660 13.15 Extra for plastering 13.15.1 Exterior walls of height more than 10 m from ground for every additional height of 3 m or part thereof 13.15.2 Interior walls of height more than 6 m from floor level for every additional height of 3 m or part thereof 661 13.16 Extra for plastering on circular work not exceeding 6 m in radius: 13.16.1 In one coat 13.16.2 In two coats 662 13.17 Extra for plastering done on moulding cornices or architraves including neat finish to line and level: 13.17.1 In one coat 13.17.2 In two coats 663 13.18 Extra for plastering Spherical, Groined ceiling, Flewing soffits. 13.18.1 Spherical ceiling 13.18.2 Groined ceiling 13.18.3 Flewing soffits 664 13.19 Washed stone grit plaster on exterior walls of height upto 10 M. above ground level in two layers, under layer 12mm cement plaster 1:4 (1 cement : 4 sand ) furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 2 Kg of cement per square metre, top layer 15mm cement plaster 1:1/2:2 (1 cement : 1/2 sand : 2 stone chipping 10mm nominal size) in panels with groove all around as per approved pattern including scrubbing and washing, the top layer with brushes and water to expose the stone chippings,complete as per specification and direction of Engineer- in- charge (Payment for providing grooves shall be made separately). 665 13.20 Forming groove of uniform size 20 or 15 mm wide and 15 mm deep in the top layer of washed stone grit plaster as per approved pattern using wooden battens, nailed to the under layer including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge : 666 13.21 Extra for washed grit plaster on exterior/interior walls of height more than 10m from ground/floor level for every additional height of 3 m or part thereof. 667 13.22 Extra for washed stone grit plaster on circular work not exceeding 6m in radius (in two coats). 668 13.23 Forming groove of uniform size from 12x12mm and upto 25x15mm in the top layer of washed stone grit plastered surface as per approved pattern, including providing and fixing aluminum channels of appropriate size and thickness (not less than 2 mm), nailed to the under layer with rust proof screws and nails and finishing the groove complete as per specifications and direction of the Engineer-in-Charge. 669 13.24 Extra for using white cement in place of ordinary cement in the top layer of the item of washed stone grit plaster. 670 13.25 Providing and applying 12 mm thick (average) premixed formulated one coat gypsum lightweight plaster having additives and light weight aggregates as vermiculite/ perlite respectively conforming to IS: 2547 (Part -1 and II) 1976, applied on hacked/ uneven background such as bare brick/ block/ RCC work on walls and ceiling at all floors and locations,excluding in wall which may come in contact with dampness finished in smooth line and level etc. complete. 671 13.26 Extra for addition of synthetic Polyester triangular fibre of length 6mm, effective diameter 10-40 microns and specific gravity of 1.34 to 1.40 in cement plaster/mortar by using 125gms. Of synthetic Polyester triangular fibre for 50 Kgs. cement used in cement mortar as per directions of Engineer-in-Charge. 672 13.27 Providing and fixing mesh in vertical and horizontal junction of RCC and brick/AAC work including scaffolding and all lead and lift etc. complete 673 13.27.1 G.I. chicken mesh as per ISI specification and in the required width with 50mm long Bombay nails before plastering upt 10 meter height. 13.27.2 Providing and fixing fibre mesh of 145 GSM weight in required width with cement mortar before plastering upto 10m height. 674 13.28 12 mm thick plain cement mortar bands in cement mortar 1:4 (1 cement : 4 sand) : 13.28.1 Flush Band 13.28.2 Sunk Band 13.28.3 Raised Band 13.28.4 Moulded Band 675 13.29 18 mm thick plain cement mortar band in cement mortar 1:4 (1 cement : 4 sand): 13. 29.1 Flush Band 13. 29.2 Sunk Band 13. 29.3 Raised Band 13. 29.4 Moulded Band 676 13.30 18 mm thick moulded cement mortar band in two coats under layer 12mm thick with cement mortar 1:5 (1 cement : 5 sand) top layer 6mm thick with cement mortar 1:4(1 cement : 4 sand). 677 13.31 Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 sand) : 13.31.1 Flush / Ruled/ Struck or weathered pointing. 13.31.2 Raised and cut pointing 13.31.3 Sunk pointing 678 13.32 Pointing on stone work with cement mortar 1:3 (1 cement: 3 sand). 13.32.1 Flush/ Ruled pointing 13.32.2 Raised and cut pointing 679 13.33 Raised and cut pointing on stone work in white cement mortar 1:3 (1 white cement : 3 marble dust) 680 13.34 Pointing on stone slab ceiling with cement mortar 1:2 (1 cement : 2 sand): Flush/ Ruled pointing 681 13.35 Extra for pointing on walls on the outside/inside at height more than 10 metre from ground/floor level for every additional height of 3 m or part there of. 682 13.36 Providing and fixing broken glass in cement mortar 1.3 including cost of mortar, over compound walls. 683 13.37 Providing and fixing writing board green writing with chalk (regular modified polyster coated steel surface). of sizes. 13.37.1 size 1200mmx1800mm 13.37.2 size 1200mmx2400mm 13.37.3 size 1200mmx3000mm 684 13.38 Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete 685 13.39 Providing and applying plaster of paris punning of 10 mm average thickness over plastered surface to prepare the surface even and smooth complete. 686 13.40 Extra for lining out plaster to imitate stone or concrete blocks walling. 687 13.41 Providing and applying white cement based putty of average thickness 1 mm, of approved brand over the plastered wall surface to prepare the surface even and smooth i/c all cost of material, labour and scaffold etc in all position complete. Note : Putty shall be applied only on the internal walls, for application on the exterior walls prior permission of APD/Chief Engineer will be required. 688 13.42 Providing and applying special putty in two coats based materials varnish, Belgium chalk, turpentine oil, white paint, safeda including sand papering for making the surface smooth for applying any or vinyl paints including all cost of material and labouretc complete. 689 13.43 White washing with lime to give an even shade: New work (three or more coats) 690 13.44 Colour washing such as green, blue or buff to give an even shade: New work (two or more coats) with a base coat of white washing with lime. 691 13.45 Distempering with 1st quality acrylic distemper (ready mixed) having VOC (Volatile Organic Compound) content less than 50 grams/ltr of approved manufacturer, of required shade and colour complete, as per manufacturers specification. Two or more coat on new work. 692 13.46 Wall painting by any mechanical or manual means with plastic emulsion paint of approved brand and manufacture to give an even shade: Two or more coats on new work 693 13.47 Distempering by any mechanical or manual means with 1st quality acrylic distemper, having VOC (Volatile Organic Compound) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. 13.47.1 One coat. 13.47.2 Two coats. 694 13.48 Wall painting by any mechanical or manual means with acrylic emulsion paint, having VOC (Volatile Organic Compound) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. 13.48.1 One coat. 13.48.2 Two coats. 695 13.49 Wall painting by any mechanical or manual means with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound) content less than 50 grams/ litre. of approved brand and manufacture, including applying additional coats wherever required to achieve even shade. 696 13.50 Finishing walls by any mechanical or manual means with water proofing cement paint of required shade: New work (Two or more coats applied @ 3.84 kg/10 sqm). 697 13.51 Finishing walls by only mechanical or manual means with textured exterior paint of required shade: New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm. 698 13.52 Finishing walls by any mechanical or manual means with Acrylic Smooth exterior paint (Economy Exterior) of required shade including all scaffolding. New work (Two or more coat applied @1.67ltr/10sqm over and including one coat undiluted exterior waterproofing coating @ 2.39 litre/10 sqm with crack bridging ability of upto 0.5mm on horizontal surfaces with an elongation of 150% and water proofing of upto 3 bars on vertical surface 699 13.53 Finishing walls by any mechanical or manual means with Premium Acrylic Smooth exterior paint (Premium exterior) of required shade including all scaffolding. New work (Two or more coat applied @1.67ltr/10sqm over and including one coat undiluted exterior waterproofing coating @ 2.39 litre/10 sqm with crack bridging ability of upto 0.5mm on horizontal surfaces with an elongation of 150% and water proofing of upto 3 bars on vertical surface) 700 13.54 Finishing walls by any mechanical or manual means with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : 13.54.1 Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/ 10 sqm of approved brand or manufacture 13.54.2 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand or manufacture. 13.54.3 Two or more coats applied on walls @ 1.25 ltr/10 sqm. Over and including one coat of Special primer applied @ 0.75 ltr / 10 sqm. 701 13.55 Painting with silicon and acrylic emulsion based water thinnable sealer of approved brand and manufacture on wet or patchy portion of plastered surfaces: 13.55.1 One coat 13.55.2 Two coats 702 13.56 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturers specifications including appropriate priming coat, preparation of surface, etc. complete. 13.56.1 On steel work 13.56.2 On concrete work 703 13.57 Painting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: New work (two or more coats) including a coat of approved steel primer but excluding a coat of mordant solution. 704 13.58 Applying a coat of mordant solution on G.S. sheet : 13.58.1 With a solution of 38 gms of copper acetate in a litre of soft water 13.58.2 With a solution made of 13 gms of hydrochloric acid in a solution of 13 gms each of copper chloride, copper nitrate and ammonium chloride dissolved in a litre of soft water. 705 13.59 Painting (two or more coats) on rain water, soil, waste and vent pipes and fittings with black anticorrosive bitumastic paint approved brand and manufacture over and including a priming of ready mixed zinc chromate yellow primer on new work : 13.59.1 75 mm diameter pipes 13.59.2 100 mm diameter pipes 13.59.3 150 mm diameter pipes 706 13.60 Painting (two or more coats) on rain water, soil, waste and vent pipes and fittings with synthetic enamel paint of approved brand and manufacture and required colour over a priming coat of approved steel primer on new work. 13.60.1 75 mm diameter pipes 13.60.2 100 mm diameter pipes 13.60.3 150 mm diameter pipes 707 13.61 Painting with oil type wood preservative of approved brand and manufacture: New work (two or more coats) 708 13.62 Providing and applying two coats of fire retardant paint on cleaned wood/ply surface @ 3.5 sqm per litre per coat including preparation of base surface as per recommendations of manufacturer to make the surface fire retardant. 709 13.63 Coal tarring two coats on new work using 0.16 and 0.12 litre coal tar per sqm in the first coat and second coat respectively. 710 13.64 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work. 711 13.65 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. 712 13.66 Painting with synthetic enamel paint, having VOC (Volatile Organic Compound) content less than 150 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. 13.66.1 One coat. 13.66.2 Two coats. 713 13.67 Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content. 13.67.1 With ready mixed pink or grey primer on wood work (hard and soft wood) having VOC content less than 50 grams/ litre. 13.67.2 With ready mixed red oxide zinc chromatic on steel/ iron works having VOC content less than 250 grams/litre. 13.67.3 With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre. 714 13.68 Painting with aluminium paint of approved brand and manufacture to give an even shade. Two or more coats on new work. 715 13.69 Painting with acid proof paint of approved brand and manufacture of required colour to give an even shade: Two or more coats on new work. 716 13.70 Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade: Two or more coats on new work. 717 13.71 Floor painting with floor enamel paint of approved brand and manufacture of required colour to give an even shade: Two or more coats on new work 718 13.72 Varnishing with varnish of approved brand and manufacture: 13.72.1 Two or more coats of glue sizing with copal varnish over an under coat of flatting varnish. 13.72.2 Two or more coats glue sizing with spar varnish or an under coat of flatting varnish. 719 13.73 French spirit polishing: Two or more coats on new works including a coat of wood filler. 720 13.74 Polishing on wood work with ready mixed wax polish of approved brand and manufacture: New work. 721 13.75 Lacqer polishing on door windows by preparing the surface applying putty base course. Prepare the surface smooth by sand papering and then applying lacqer polish with air compressor. Two or more coats on new works including a coat of wood filler. 722 13.76 Mealamine polishing on door windows by preparing the surface applying putty base course. Prepare the surface smooth by sand papering and then applying mealamine polish with air compressor. Two or more coats on new works including a coat of wood filler. 723 13.77 Floor polishing on masonry or concrete floors with wax polish of approved brand and manufacture. 724 13.78 Lettering with black Japan paint of approved brand and manufacture. 725 13.79 Providing and applying flakes textured homogeneous wall finishing system consisting of a two component system of dry flakes (9.5kgs per/pack) made of a special grade of heat treated China clay with rigid homopolymer coated with fade resistant pigments and a 100% acrylic polymer Bonding agent (5kgs/pack) applied thickness of the coating being between 0.8-1.2mm, to be applied in single coat, on a cured, smooth level plaster surface without keying, as per the shades/ combinations approved, as per manufacturers directions for usage, to be applied by approved applicator of manufacturer, as per direction/ supervision of the engineers-in-charge inclusive of one coat of primer on the base at all heights etc all complete. 726 13.80 Providing and applying Granules homogeneous wall finishing system consisting of a two component system of dry granules (25 kgs/pack) made of 92% silica particles coated with fade resistant pigments and a 100% acrylic Polymer Bonding agent (5 kgs/pack) with the applied thickness of coating as required to be applied in single coat, on a cured. Smooth level plaster surface without keying as per the shades/combinations approved. As per the manufacturers directions for usage, to be applied by approved applicator of manufacturer, as per the directions/supervision of engineers in charge, all complete inclusive of primer on the base. 13.80.1 0.8-1.2mm thickness 13.80.2 2.0-2.5mm thickness 727 13.81 Providing and Applying Roto Wall finishing system being a dispersion of inorganic fillers, calcite, pure silica, quartz and broad spectrum fungicides stabilized by an acrylic co-polymer, to be applied by means of customized trowels (one for incorporating material on base and spreading and other for finishing) in single coat with a coating thickness of 2.0-2-2.5mm on a cured smooth level plaster without keying, by the approved applicator of manufacturer, of the approved shade as per directions for usage all inclusive including primer coat on the base. 728 13.82 Providing and plastering over AAC masonary wall with polymer modified cement based readymix factory controlled mortar with self curing, eco- friendly, wet premix in a mechanical mixer in thickness as specified below, and covering area of 2.04 kg per sqm/mm thickness. The Bulk density of ready mix plaster may vary from 1300 to 1600 Kg/cum, Water powder ratio (as per manufacture’s direction) may vary from 18-22 % by weight or as specified by the manufacturer and compressive strength may vary from 8-9 Mpa. 13.82.1 6 mm thick plaster for internal walls 13.82.2 8 mm thick plaster for external walls exposed to weather. 729 13.83 Providing and fixing including Designing and UV printing on aluminium composite material (ACM) sheet in different sizes with 720DPI (Dot per inch) 13.83.1 ACP sheet 2mm thick 13.83.2 ACP sheet 3mm thick 13.83.3 ACP sheet 4mm thick 730 13.84 Providing and fixing including designing and UV printing on pvc foam sheet of different size with 720 DPI (Dot per inch) 13.84.1 PVC foam sheet 3.0 mm thick 13.84.2 PVC foam sheet 5.0 mm thick 13.84.3 PVC foam sheet 8.0 mm thick 731 13.85 Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives.New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. 732 13.86 Providing and fixing 50 mm thick extruded polystyrene rigid insulation board (XPS) of required size over outer wall surface, complying with ASTM C 578 - type VI, having thermal conductivity of 0.0289 W/mK as per ASTM and Fire retardant property as per DIN 4102, Part 1. XPS insulation of thickness 50mm shall be placed over brushed, algae free and levelled external wall by connecting the ship-laps joints and fixed by the washer and Self-Tapping Screw of suitable length at each corner and at distance 75mm from the edge and bitumen shall be applied over the joints and G.I. Expanded Mesh (Barfi Jali) shall be fixed over XPS board by a Self- Tapping Screw of suitable length at the centre of the board and 15mm PCC shall be applied over the board (paint of suitable choice can be used), all as per the directions of Engineer-in-Charge. 733 13.87 Providing and fixing 50 mm thick extruded polystyrene rigid insulation board of required size between cavity wall, complying with ISO 4898:2008 & ASTM C 578-08b - type VI, having thermal conductivity of 0.0289 W/m K as per ASTM C 578 (measured as per IS 3346), compressive strength of > 350 kPa listed as per ASTM D 1621, density of 34-36 kg/cum as per ASTM D 1622, water absorption < 1% by volume as per ASTM D 2842, oxygen index of 24.1 to 28.1 listed as per ASTM D 2863, cell size 0.4 mm of dia (max) as per ASTM D 3576. Fire retardant property as per DIN 4102, Part 1 of class B2 and as per ASTM E84 class A, fixed with suitable water based adhesive and fastener, complete in all respect as per the directions of Engineer-in-Charge. 734 13.88 Painting with oil type wood preservative of approved brand and manufacture: Old work (one or more coats) 735 13.89 Scrapping/sand papering of existing surface with the help of mechanized sanding machine (having mechanical vaccum machine with bag for dust collection to make surface even and smooth) as per direction of Engineer-in- Charge. 736 13.90 Providing and applying 1 coat of Triple booster primer-resist dampness, efflorescence, alkali & at the same time improve top coat coverage by 15-20% @1.0 lt/ 10 sqm, which confirms certfication of IS 109/1968. It can be applied by Brush/ Spray Machine and the work shall be carried out as per secification& the direction of the Engineer-in-Charge. 737 13.91 Finishing walls with water based anti- germ paint of with VOC < 50 g/l, that kills disease causing germs, teflon based washability and Anti fungal properties in two or more coats @ 1.08 ltr / 10 sqm over priming coat of interior primer applied @ 1.08 ltr / 10 sqm of required shade including removing of all dust complete as per direction of Engineer- in-Charge and submission of challans of materials on enquiry. 738 13.92 Providing and applying in two coats of 250 micron thick each layer of epoxy coating on prepared surface (cost includes preparing the plastered surface smooth ready to receive epoxy coating) for operation theater walls in desired colour as per direction of Engineer-in-Charge. 739 14.1 Repairs to plaster of thickness 12mm to 20mm in patches of area 2.5 sq. metres and under including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete including disposal of rubbish to the dumping ground within 50metres lead : With cement mortar 1:4 (1 cement : 4 sand). 740 14.2 Fixing chowkhats in existing opening including embedding chowkhats in floors or walls cutting masonry for holdfasts, embedding hold fasts in cement concrete blocks of size 15 x 10 x 10 cm with cement concrete 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 20 mm nominal size), painting two coats of approved wood preservative to sides of chowkhats and making good the damages to walls and floors as required complete including disposal of rubbish to the dumping ground within 50 meters lead : 14.2.1 Door chowkhats 14.2.2 Window chowkhats 14.2.3 Clerestory window chowkhats 741 14.3 Fixing chowkhat in existing opening in brick / RCC wall with dash fasteners/ chemical fastener of appropriate size (3nos on each vertical member of door chowkhat and 2 nos. on each vertical member of window chowkhats) including cost of dash fasteners/ chemical fastener. 742 14.4 Making the opening in brick masonry including dismantling in floor or walls by cutting masonry and making good the damages to walls, flooring and jambs complete to match existing surface i/c disposal of mulba/ rubbish as directed by Engineer- in-charge. For door/ window/ clerestory window. 743 14.5 Renewing glass panes, with putty and nails wherever necessary including racking out the old putty: 14.5.1 Float glass panes of thickness 4 mm 14.5.2 Float glass panes of thickness 5.5 mm 744 14.6 Renewing glass panes with now wooden fillets wherever necessary: 14.6.1 Float glass panes of thickness 4 mm 14.6.2 Float glass panes of thickness 5.5 mm 745 14.7 Renewing glass panes and refixing existing wooden fillets: 14.7.1 Float glass panes of thickness 4 mm 14.7.2 Float glass panes of thickness 5.5 mm 746 14.8 Supplying and fixing new wooden fillets wherever necessary: 14.8.1 2nd class teak wood fillets 14.8.2 Haldu/Bija/Kail wood fillets. 747 14.9 Renewal of old putty of glass panes (length). 748 14.10 Refixing old glass panes with putty and nails. 749 14.11 Fixing old glass panes with wooden fillets (excluding cost of fillets). 750 14.12 Providing and fixing 16 mm M.S. Fan clamps of standard shape and size in existing R.C.C. slab including cutting chase, anchoring clamp to reinforcement bar, including cleaning, refilling, making good the chase with matching concrete, plastering and painting the exposed portion of the clamps complete. 751 14.13 Replacing sand stone slabs in roofing laid in cement mortar 1:4 (1 cement : 4 sand) including necessary repairs and cement pointing with same mortar complete including disposal of rubbish to dumping ground within 50 metres of lead : 14.13.1 Red/ white sand stone slabs 30 to 50 mm thick. 752 14.14 Renewing wooden battens in roofs, including making good the holes in wall and painting with oil type wood preservative of approved brand and manufacture complete including removal of rubbish to the dumping ground within 50 metres lead : 14.14.1 Sal wood battens. 753 14.15 Renewing wooden beams in roofs including making good the holes in walls and painting with oil type wood preservative of approved brand and manufacture complete including removal of rubbish to the dumping ground within 50 metres lead : 14.15.1 Not exceeding 4.00 metres in length. 14.15.1.1 Sal wood beams 14.15.1.2 Haldu/Bija/Kail wood fillets. 14.15.2 Above 4.00 metres and upto 5.00 metres length. 14.15.2.1 Sal wood beams 14.15.2.2 Haldu/Bija/Kail wood fillets. 754 14.16 Raking out joints in lime or cement mortar and preparing the surface for re-pointing or replastering including disposal of rubbish to the dumping ground within 50 metres lead. 755 14.17 Taking out wind ties from roof including cutting out rusted bolts, nuts etc. and removing materials to any distance within compound and stacking. 756 14.18 Fixing of old wind tie with new fittings including painting two or more coats with anticorrosive bitumastic paint of approved brand and manufacturer over and including priming coat of ready mixed zinc chromate yellow primer of approved brand. 757 14.19 Renewing bottom rail and/or top runner of collapsible gate including making good all damages and applying priming coat of zinc chromate yellow primer of approved brand and manufacturer. 758 14.20 Renewing Wrought iron or M.S. Wheel or roller of steel door or gate and fitting and fixing the same with necessary clamps, nuts and bolts/welding and erection etc. complete. 14.20.1 Wheel 50 mm dia. and below. 14.20.2 Wheel above 50 mm dia. 759 14.21 Providing and fixing 25 mm thick shutters for cupboard etc. : 14.21.1 Panelled or panelled and glazed shutters : 14.21.1.1 Superior class teak wood including nickel plated bright finished M.S. piano hinges with necessary screws. 14.21.1.2 Ist class teak wood including nickel plated bright finished M.S. piano hinges with necessary screws. 14.21.2 Glazed shutters : 14.21.2.1 Superior class teak wood including nickel plated bright finished M.S. piano hinges with necessary screws. 14.21.2.2 Ist class teak wood including nickel plated bright finished M.S. piano hinges with necessary screws. 760 14.22 Providing and fixing plain jaffri door and window shutters including bright or/and black enamelled M.S. butt hinges with necessary screws 35x10mm laths placed 35mm apart (frames to be paid separately) including fixing 50x12mm beading complete with: 14.22.1 Second class teak wood. 14.22.2 Hard wood, finger jointed 761 14.23 Providing and fixing curtain rods of 1.25mm thick brass plates with two brass brackets fixed with brass screws and wooden plugs etc. wherever necessary complete. 14.23.1 20 mm diameter. 14.23.2 25 mm diameter. 762 14.24 Providing and fixing M.S. round or square bars with M.S. flats at required spacing in wooden frames of windows and clerestory windows. 763 14.25 Providing joists (karries) including hoisting fixing in position and applying wood preservative on unexposed surface etc. complete with: 14.25.1 Sal wood. 14.25.2 Haldu/Bija/Kail wood. 764 14.26 White washing with lime old work to give an even shade : 14.26.1 two or more coats 14.26.2 one or more coats 765 14.27 Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. 766 14.28 Distempering with dry distemper of approved brand and manufacture (one or more coats) and of required shade on old work to give an even shade. 767 14.29 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade: Old work (one or more coats). 768 14.30 Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. 769 14.31 Painting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: Old work (one or more coats). 770 14.32 Painting (one or more coats) on rain water, soil, waste and vent pipes and fittings with black anticorrosive bitumastic paint of approved brand and manufacture on old work : 14.32.1 75 mm diameter pipes 14.32.2 100 mm diameter pipes 14.32.3 150 mm diameter pipes 771 14.33 Painting (one or more coats) on rain water, soil, waste and vent pipes and fittings with aluminium paint of approved brand and manufacture on old work : 14.33.1 75 mm diameter pipes 14.33.2 100 mm diameter pipes 14.33.3 150 mm diameter pipes 772 14.34 Painting (one or more coats) on rain water, soil, waste and vent pipes and fittings with synthetic enamel paint of approved brand and manufacture and required colour on old work : 14.34.1 75 mm diameter pipes 14.34.2 100 mm diameter pipes 14.34.3 150 mm diameter pipes 773 14.35 Painting with oil type wood preservative of approved brand and manufacture: Old work (one or more coats) 774 14.36 Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade: One or more coats on old work. 775 14.37 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: One or more coats on old work. 776 14.38 Painting with aluminium paint of approved brand and manufacture to give an even shade: One or more coats on old work. 777 14.39 Painting with acid proof paint of approved brand and manufacture of required colour to give an even shade: One or more coats on old work. 778 14.40 Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade: One or more coats on old work. 779 14.41 French spirit polishing: One or more coats on old work. 780 14.42 Mealamine polishing on wood work by preparing the surface applying putty base course. Prepare the surface smooth by sand papering and then applying Mealamine polish with air compressor. One or more coats on old work. 781 14.43 Lacquer polishing on wood work by preparing the surface applying putty base course. prepare the surface smooth by sand papering and then applying Lacquer polish with air compressor 14.43.1 One or more coats on old work. 782 14.44 Polishing on wood work with readymade wax polish of approved brand and manufacture : 14.44.1 Old work 783 14.45 Re-lettering with black Japan paint of approved brand and manufacture. 784 14.46 Painting (one or more coats) with black Japan paint of approved brand and manufacture to give an even shade. 785 14.47 Providing and fixing C.P. brass chain and rubber plug complete for sink or wash basin : 14.47.1 32 mm dia 14.47.2 40 mm dia 786 14.48 Distempering with 1st quality acrylic washable distemper (ready mixed) of approved manufacturer and of required shade and colour complete. As per manufacturers specification. One or more coats on old work. 787 14.49 Finishing walls with water proofing cement paint of required shade : 14.49.1 Old work (one or more coats applied @ 2.20 kg/10 sqm) over priming coat of primer applied @ 0.80 liters/10 sqm complete including cost of Priming coat. 14.49.2 Old work (one or more coats @ 2.20 kg/10 sqm) complete. 788 14.50 Finishing walls with textured exterior paint of required shade : 14.50.1 Old work (Two or more coats on existing cement paint surface applied @ 3.28 ltr/10 sqm. 14.50.2 Old work (One or more coats) applied @ 1.82 ltr/10 sqm. 789 14.51 Finishing walls with Acrylic Smooth exterior paint of required shade : 14.51.1 Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface). 14.51.2 Old work (One or more coat applied @ 0.90 ltr/10 sqm). 790 14.52 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade 14.52.1 Old work (Two or more coats applied @ 1.43 ltr/ 10 sqm) over existing cement paint surface. 14.52.2 Old work (one or more coats applied @ 0.83 ltr/10 sqm). 791 14.53 Finishing walls with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : 14.53.1 One or more coats applied on walls @ 0.85 ltr/10 sqm. 14.53.2 Painting wood work with Deluxe Multi Surface Paint of required shade. One or more coat applied @0.70 ltr/10 sqm 14.53.3 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. One or more coat applied @0.70 ltr/10 sqm. 792 14.54 Varnishing with varnish of approved brand and manufacture: 14.54.1 One or more coats with copal varnish. 14.54.2 One or more coats with spar varnish. 793 14.55 Melamine polishing on wood work (one or more coat). Old work 794 14.56 Varnishing with flatting varnish of approved brand and manufacture one or more coats on old work. 795 14.57 Floor painting with floor enamel paint of approved brand and manufacture of required colour to give an even shade. One or more coat on old work. 796 14.58 40 mm thick stone flooring over 20 mm (average)thick base of cement mortar 1:5 (1 cement : 5 sand) including pointing with cement mortar 1:2 (1 cement : 2 sand) with an admixture of pigment to match the shade of stone. Red sand stone / White sand stone) stone to be supplied by the department. 14.58.1 Rough chiseled dressed stone 14.58.2 Fine dressed stone 797 14.59 Coursed rubble masonry (second sort) with hard stone in Cement mortar 1:6 (1 cement : 6 sand) (Stone shall be supplied by the department) 798 14.60 Laying old cement concrete interlocking paver blocks of any design/shape laid in required line, level, curvature, colour and pattern over and including 50mm thick compacted bed of sand, filling the joints with sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost). 799 14.61 Laying at or near ground level old kerb stones of all types in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 sand) including making joints with or without grooves (thickness of joints, except at sharp curve, shall not be more than 5mm) including making drainage opening wherever required etc. complete as per direction of Engineer-in- charge. (Length of finished kerb edging shall be measured for payment). (Old kerb stones shall be supplied by the department free of cost). 800 14.62 Colour washing with lime to give an even shade: 14.62.1 (one or more coats) 14.62.2 (two or more coats) 801 14.63 Conducting adequate nos. of scanning to detect the steel reinforcement in existing RCC elements by using ground/ Wall penetrating radar system to avoid the cutting of Main bars during drilling for inserting bolts etc. complete. 802 14.64 Chipping, Removing, Carefully loose plaster and Concrete work by low impact Hammer, Breaker without damaging the structure as Instructed by Engineer-in-Charge. 803 14.70 Rebaring of TMT bars by drilling hole & embedding bars of different diameter using epoxy grouting compound including all tools and tackles complete. 14.70.1 8 mm dia bar 10 mm dia hole 14.70.2 10 mm dia bar 12 mm dia hole 14.70.3 12 mm dia bar 16 mm dia hole 14.70.4 16 mm dia bar 20 mm dia hole 14.70.5 20 mm dia bar 25 mm dia hole 14.70.6 25 mm dia bar 32 mm dia hole 14.70.7 32 mm dia bar 40 mm dia hole 804 14.71 Providing and fixing chromium plated brass butt hinges with necessary chromium plated brass screws etc. complete. 14.71.1 125x70x4 mm (ordinary type) 14.71.2 100x70x4 mm (ordinary type) 14.71.3 75x65x4 mm (heavy type) 14.71.4 75x40x2.5 mm (ordinary type) 14.71.5 50x40x2.5 mm (ordinary type) 805 14.72 Providing and fixing 85x42 mm chromium plated brass pull bolt lock with necessary chromium plated brass screws, nuts, bolts and washers etc. complete. 806 14.73 Repair to plaster of thickness 12mm to 20 mm in patches of area 2.5 sqm and under, including cutting the patch in proper shape, raking out joints and preparing plastering the wall surface with white cement based polymer modified self curing mortar, including disposal of rubbish, all complete as per the direction of Engineer-In-Charge. 807 14.74 Cleaning of terrace/loft water storage tank (inside surface area) upto 2000 litre capacity at all heights with coconut brushes, duster etc., removal of silt, rubbish from the tank and cleaning the tank with fresh water disinfecting with bleaching powder @ 0.5gm per litre capacity of f tank body with the help of stencil and paint and disposing of malba all complete as per direction of Engineer-in- Charge. (The old date already written on tank should be removed with paint remover or black paint and if date is not written with the stencil or old date is not removed deduction will be made @ Rs. 0.10 per litre) (if during cleaning any GI fittings or ball cock is damaged that is to be repaired by contractor at his own cost and nothing extra will be paid on this account) 808 14.75 Cleaning and desilting of gully trap chamber, including removal of rubbish mixed with earth etc. and disposal of same, all as per the direction of Engineer- incharge. 809 14.77 Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of Engineer-In-Charge. 14.77.1 Bars upto 12 mm diameter 14.77.2 Bars above 12 mm diameter 810 14.78 Drilling suitable holes in reinforced or plain cement concrete with power driven drill machine to a minimum depth of 100mm upto 200mm in RCC beams, lintels, columns and slabs to introduce steel bars for sunshades/balconies including fixing the steel bars in position using epoxy resin anchor grout of approved make but excluding the cost of reinforcement, all complete as per direction of Engineer-In-Charge. 14.78.1 Upto and including 12mm dia 811 14.83 Providing and injecting approved grout in proportion recommended by the manufacturer into cracks/honey-comb area of concrete/masonry by suitable gun/ pump at required pressure including cutting of nipples after curing etc. complete as per directions of Engineer-in-Charge. (The payment shall be made on the basis of actual weight of approved grout injected.) 14.83.1 Stirrer mixed Acrylic Polymer of approved make @ 2% of weight of cement used) modified Cement slurry made with non shrink compound in concrete/RCC work 14.83.2 Stirrer mixed SBR Polymer (of approved make) modified Cement slurry made with Shrinkage Compensating Cement in concrete/RCC work. 14.83.3 Epoxy injection grout in concrete/RCC work of approved make 812 14.85 Cleaning of exposed concrete surface of sticking material including loose and foreign material by sand blasting with coarse sand followed by and including cleaning with oil free air blast as per direction of Engineer in charge. 813 14.88 Providing and fixing hard drawn steel wire fabric of size 75 x25 mm mesh or other suitable size wire mesh to be fixed & firmly anchored to the concrete surface by means of L shaped mild steel shear key welded with existing reinforcement including the cost of materials, labour, tool & plants as approved by Engineer-incharge. 814 15.1 Demolishing lime concrete manually/by mechanical means and disposal of material within 50 metres lead as per direction of Engineer-in-Charge. 815 15.2 Demolishing cement concrete manually/by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in- Charge. 15.2.1 Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix). 15.2.2 Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix). 816 15.3 Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in- Charge. 817 15.4 Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. work (Payment shall be made on the cross sectional area of R.C.C. work) as per direction of Engineer-in- Charge. 818 15.5 Extra for scrapping, cleaning and straightening reinforcement from R.C.C. work. 819 15.6 Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in- Charge. 820 15.6.1 In lime mortar with old mughal bricks. 15.6.2 In lime mortar. 15.6.3 In cement mortar. 821 15.7 Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured) : 15.7.1 From brick work in lime mortar. 15.7.2 From brick work in cement mortar. 822 15.8 Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in- Charge: 15.8.1 In lime mortar. 15.8.2 In cement mortar. 823 15.9 Dismantling dressed stone work ashlar face stone work, marble work or precast concrete work manually/ by mechanical means including stacking of serviceable and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge: 15.9.1 In lime mortar. 15.9.2 In cement mortar. 824 15.10 Removing mortar from and cleaning stones and concrete articles (net quantity of stacks of cleaned materials will be measured) : 15.10.1 In lime mortar. 15.10.2 In cement mortar. 825 15.11 Dismantling tile/ Kota stone/ Marble / Granite work in floors/walls and roofs laid in cement mortar including stacking material within 50 metres lead. 15.11.1 For thickness of tiles 10 mm to 25 mm. 15.11.2 For thickness of tiles above 25 mm and upto 40 mm. 826 15.12 Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. 827 15.13 Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. 828 15.14 Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : 15.14.1 Of area 3 sq. metres and below. 15.14.2 Of area beyond 3 sq. metres. 829 15.15 Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead: 15.15.1 Of area 3 sq. metres and below. 15.15.2 Of area beyond 3 sq. metres. 830 15.16 Dismantling wood work in frames, trusses, purlins and rafters upto 10 metres span and 5 metres height including stacking the material within 50 metres lead: 15.16.1 Of sectional area below 40 square centimetres. 15.16.2 Of sectional area 40 square centimetres and above. 831 15.17 Extra for dismantling trusses, rafters, purlins etc. of wood work for every additional span of one metre or part thereof beyond 10 metres : 15.17.1 Of sectional area below 40 square centimetres. 15.17.2 Of sectional area 40 square centimetres and above. 832 15.18 Extra for dismantling trusses, rafters, purlins etc. of wood work for every additional height of one metre or part thereof beyond 5 metres : 15.18.2 Of sectional area below 40 square centimetres. 15.18.1 Of sectional area 40 square centimetres and above. 833 15.19 Dismantling steel work in single sections including dismembering and stacking within 50 metres lead in: 15.19.1 R.S. Joists 15.19.2 Channels, angles, tees and flats 834 15.20 Dismantling steel work in built up sections with span upto 10 meter and hieght 5 meter in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50metres lead. 835 15.21 Dismantling steel work manually/ by mechanical means in built up sections with span upto 10 meter and hieght 5 meter without dismembering and stacking within 50 metres lead as per direction of Engineer-in-Charge. 836 15.22 Extra for dismantling trusses, rafters, purlins etc. of steel work for every additional span of one metre or part thereof beyond 10 metres 837 15.23 Extra for dismantling trusses, rafters, purlins etc. of steel work for every additional height of one metre or part thereof beyond 5 metres. 838 15.24 Extra for marking of structural steel work required to be re- erected. 839 15.25 Removal of old Tarfelt i/c disposal as directed by Engineer in charge. 840 15.26 Demolishing brick tile covering in terracing including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. 841 15.27 Dismantling roofing including ridges, hips valleys and gutters etc., and stacking the material within 50 metres lead of: 15.27.1 G.S. Sheet 15.27.2 Asbestos/ Non asbestors sheet 842 15.28 Dismantling stone slab roofing over wooden karries or R.C.C. battens (dismantling karries and battens to be paid for separately) including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. 843 15.29 Dismantling tiled roofing with battens boarding etc. complete including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. 844 15.30 Dismantling wooden ballies in posts and struts including stacking within 50 metres lead. 845 15.31 Dismantling and stacking within 50 metres lead, fencing posts or struts including all earth work and dismantling of concrete etc. in base of : 15.31.1 T’ or ‘L’ iron or pipe 15.31.2 R.C.C. 846 15.32 Cutting ballies or wooden posts of fencing at the point of projection above the concrete or ground and stacking the same within 50 metres lead. 847 15.33 Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 50 metres lead. 848 15.34 Dismantling wooden trellis work excluding frames but including stacking the serviceable material within 50 metres lead. 849 15.35 Dismantling expanded metal or I.R.C. fabrics with necessary battens and beading including stacking the serviceable material within 50 metres lead. 850 15.36 Dismantling wooden boardings in lining of walls and partitions, excluding supporting members but including stacking within 50 metres lead : 15.36.1 Upto 10 mm thick 15.36.2 Thickness above 10 mm upto 25 mm 15.36.3 Thickness above 25 mm upto 40 mm 851 15.37 Dismantling precast concrete or stone slabs in walls, partition walls etc. including stacking within 50 metres lead: 15.37.1 Thickness upto 40 mm 15.37.2 Thickness above 40 mm upto 75 mm 852 15.38 Dismantling cement asbestos or other hard board ceiling or partition walls including stacking of serviceable materials and disposal of unserviceable materials within 50 metres lead. 853 15.39 Dismantling C.I. or asbestos rain water pipe with fittings and clamps including stacking the material within 50 metres lead : 15.39.1 75 to 80 mm dia pipe. 15.39.2 100 mm dia pipe 15.39.3 150 mm dia pipe 854 15.40 Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes manually/ by mechanical means including stacking of pipes within 50 metres lead as per direction of Engineer-in-Charge : 15.40.1 15 mm to 40 mm nominal bore 15.40.2 Above 40 mm nominal bore 855 15.41 Dismantling C.I. pipes including excavation and refilling trenches after taking out the pipes manually/ by mechanical means, breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes and lead at site within 50 metre lead as per direction of Engineer-in-Charge: 15.41.1 Upto 150 mm diameter 15.41.2 Above 150 mm dia upto 300 mm dia. 15.41.3 Above 300 mm diameter 856 15.42 Taking out C.I. cover with frame from R.C.C. top slab of manholes of various sizes including demolishing of R.C.C. work manually/ by mechanical means and stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead as per direction of Engineer-in- Charge. 857 15.43 Taking out C.I. cover with frame from R.C.C. top slab of inspection chambers of various sizes including demolishing of R.C.C. work manually/ by mechanical means and stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead as per direction of Engineer-in- Charge. 858 15.44 Dismantling of road gully chamber of various sizes including C.I. grating with frame including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead including refilling the excavated gap. 859 15.45 Dismantling of flushing cistern of all types (C.I./PVC/Vitrious China) including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead. 860 15.46 Dismantling of C.I. sluice valve including stacking of useful materials within a lead of 50 metres 15.46.1 Upto 150 mm diameter 15.46.2 Above 150 mm diameter 861 15.47 Dismantling of spindle fire hydrant including stacking of useful materials within 50 metres lead. 862 15.48 Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. 863 15.49 Dismantling aluminium/ Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable surplus material and stacking of serviceable material with in 50 meters lead as directed by Engineer-in-Charge. 864 15.50 Dismantling of old S.W. pipes including breaking of joints and bed concrete stacking of useful materials near the site within 50 m lead and disposal of unserviceable materials into municipal dumps: 15.50.1 100 mm diameter 15.50.2 150 mm diameter 15.50.3 200 mm diameter 15.50.4 250 mm diameter 15.50.5 300 mm diameter 15.50.6 350 mm diameter 15.50.7 400 mm diameter 15.50.8 440 mm diameter 865 15.51 Dismantling of manhole including R.C.C. top slab, C.I. cover with frame including stacking of useful materials near the site and disposal of unserviceable materials into municipal dumps within 50 m lead : 15.51.1 Rectangular manhole 90x80 cm and 45 cm deep 15.51.2 Rectangular manhole 120x90 cm and 90 cm deep. 15.51.3 Rectangular arch type manhole 140x90cm and 2.45m deep. 15.51.4 Circular manhole 122 cm diameter and 1.68 m deep 866 15.52 Extra for depth of manholes dismantled: 15.52.1 Rectangular manhole 90x80 cm and beyond 45 cm depth. 15.52.2 Rectangular manhole 120x90 cm and beyond 90 cm depth. 15.52.3 Rectangular arch type manhole 140x90 cm and beyond 2.45m deep (upto 4.25 m depth). 15.52.4 Circular manhole 122 cm diameter and beyond 1.68 m deep (upto 2.29 m depth). 867 15.53 Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground and stacking of serviceable material within 50 metre lead as per direction of Engineer-in- Charge. 868 15.54 Demolishing dry brick pitching in floors, drains etc. including stacking of serviceable material and disposal of unserviceable material within 50 metres lead : 869 15.55 Demolishing mud phaska in terracing and disposal of material within 50 metres lead. 870 15.56 Dismantling jack arch roofing and floors including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. 871 15.57 Demolishing R.B. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in- charge. 872 15.58 Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in- charge : 15.58.1 Water bound macadam road 15.58.2 Bituminous road 873 15.59 Dismantling steel cylinder R.C. pipes including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes & lead at site within 50 metres lead as per direction of Engineer-in-charge : 15.59.1 Up to 600 mm diameter 15.59.2 Above 600 mm diameter 874 15.60 Dismantling asbestos cement pressure pipes including excavation and refilling trenches after taking out the pipes manually/ by mechanical means and stacking the pipes within 50 metres lead as per direction of Engineer-in-charge 15.60.1 Up to 150 mm diameter 15.60.2 Above 150 mm diameter 875 15.61 Dismantling of R.C.C. spun vent shaft including excavating the cement concrete pit completely, taking out the shaft, refilling the excavated gap, stacking the useful materials near the site and disposal of unserviceable materials within 50 metres lead. 876 15.62 Dismantling of cement concrete platform along with curtain walls and base concrete etc. including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead: 15.62.1 120 x 120 cm (outside to outside) 15.62.2 210 x 120 cm (outside to outside) 877 15.63 Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilometre, as per direction of Engineer-in- charge. 878 15.64 Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. 879 17.1 Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100mm sand cast Iron P or S trap, UPVC P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required : 17.1.1 White Vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests. 17.1.2 Stainless Steel AISI-304(18/8) Orissa pattern W.C. pan of size 585x480 mm with flush pipe and integrated type foot rests. 880 17.2 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required : 17.2.1 W.C. pan with ISI marked white solid plastic seat and lid 17.2.2 W.C. pan with ISI marked black solid plastic seat and lid 17.2.3 Providing and fixing AISI-304 (18/8) European type WC instead of white vitreous china pedestal type water closet. 881 17.3 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern and C.P. flush bend with fittings and C.I.brackets, 40mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete including painting of fittings and brackets, cutting and making good the walls and floors wherever required : 17.3.1 W.C. pan with ISI marked white solid plastic seat and lid. 17.3.2 W.C. pan with ISI marked black solid plastic seat and lid. 882 17.4 Providing and fixing vitreous china dual purpose closet suitable for use as squatting pan or European type water closet (Anglo Indian W.C pan) with seat and lid fixed with C.P. brass hinges and rubber buffers, 10 litre low level flushing cistern with fitting and brackets, 40mm flush bend, 20mm over flow pipe, with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required White vitreous china dual purpose WC pan with white solid plastic seat and lid with 10 liter low level flushing cistern i/c C.P. flush bend. 883 17.5 Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing and fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/6 litre (adjustable to 4 litre/8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete. 884 17.6 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : 17.6.1 One urinal basin with 5 litre white P.V.C. automatic flushing cistern. 17.6.2 Range of two urinal basins with 5 litre white P.V.C. automatic flushing cistern. 17.6.3 Range of three urinal basins with 10 litre white P.V.C. automatic flushing cistern. 17.6.4 Range of four urinal basins with 10 litre white P.V.C. automatic flushing cistern. 885 17.7 Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass including painting of fittings and cutting and making good the walls and floors wherever require 17.7.1 Single half stall urinal with 5 litre P.V.C. automatic flushing cistern. 17.7.2 Range of two half stall urinals with 5 litre P.V.C. automatic flushing cistern. 17.7.3 Range of three half stall urinals with 10 litre P.V.C. automatic flushing cistern. 17.7.4 Range of four half stall urinals with 10 litre P.V.C. automatic flushing cistern. 886 17.8 Providing and fixing one piece construction white vitreous china squatting plate with an integral longitudinal flushing pipe, white P.V.C. automatic flushing cistern, with fittings, standard size G.I. / PVC flush pipe for back and front flush with standard spreader pipes with fittings, G.I clamps and C.P. brass coupling complete including painting of fittings and cutting and making good the walls and floors etc. wherever required : 17.8.1 Single squatting plate with 5 litre P.V.C. automatic flushing cistern. 17.8.2 Range of two squatting plates with 5 litre P.V.C. automatic flushing cistern. 17.8.3 Range of three squatting plates with 10 litre P.V.C. automatic flushing cistern. 17.8.4 Range of four squatting plates with 10 litre P.V.C. automatic flushing cistern. 887 17.9 Providing and fixing white vitreous china water less urinal of size 600x330x315 mm having antibacterial /germs free ceramic surface, fixed with cartridge having debris catcher and hygiene seal. 888 17.10 Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre and post flushing with water ( 250 ml and 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-Charge. 889 17.11 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps,32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require : 17.11.1 White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps. 17.11.2 White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap. 17.11.3 White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps. 17.11.4 White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm C.P. brass pillar tap. 17.11.5 White Vitreous China Angle back wash basin size 600x480 mm with single 15 mm C.P. brass pillar tap. 17.11.6 White Vitreous China Angle back wash basin size 400x400 mm with single 15 mm C.P. brass pillar tap. 17.11.7 White Vitreous China Flat back wash basin size 450x300 mm with single 15 mm C.P. brass pillar tap. 17.11.8 White Vitreous China Surgeon type wash basin of size 660x460 mm with a pair of 15 mm C.P. brass pillar taps with elbow operated lever ISI marked. 17.11.9 White Vitreous China Surgeon type wash basin of size 660x460 mm with single 15 mm C.P. brass pillar taps with elbow operated levers ISI marked. 17.11.10 Oval shape wash basin over counter /under counter with 15 mm C.P brass pillar tap (Counter to be paid sepratly). 17.11.11 Stainless Steel AISI-304(18/8) Round basin 405x355 mm with single 15 mm C.P. brass pillar tap 17.11.12 Stainless Steel AISI-304(18/8) Wash basin 530x345 mm with single 15 mm C.P. brass pillar tap. 890 17.12 Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. 891 17.13 Providing and fixing kitchen sink with C.I. brackets, C.P. brass chain with rubber plug, 40 mm C.P. brass waste complete, including painting the fittings and brackets, cutting and making good the walls wherever required : White glazed fire clay kitchen sink of size 600x450x250 mm. 892 17.14 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS 13983 with C.I. brackets and stainless steel plug 40 mm including painting of fittings and brackets, cutting and making good the walls wherever required : 17.14.1 Kitchen sink with drain board 17.14.1.1 510x1040 mm bowl depth 250mm. 17.14.1.2 510x1040 mm bowl depth 225mm. 17.14.1.3 510x1040 mm bowl depth 200mm. 17.14.1.4 510x1040 mm bowl depth 178mm. 17.14.2 Kitchen sink without drain board 17.14.2.1 610x510 mm bowl depth 200 mm. 17.14.2.2 610x460 mm bowl depth 200 mm. 17.14.2.3 470x420 mm bowl depth 178 mm. 893 17.15 Providing and fixing white vitreous china laboratory sink with C.I. brackets, C.P. brass chain with rubber plug 40mm C.P brass waste and 40mm C.P. brass trap with necessary C.P. brass unions complete including painting of fittings and brackets, cutting and making good the wall wherever required : 17.15.1 Size450x300x150mm 17.15.2 Size600x450x200mm 894 17.16 Providing and fixing White glazed fire clay draining board of size 600x450x25mm with C.I. brackets including painting of brackets, cutting and making good the walls wherever required. 895 17.17 Providing and fixing white vitreous china water closet squatting pan (Indian type) 17.17.1 Long pattern W.C. pan of size 580 mm 17.17.2 Orissa pattern W.C. pan of size 580x440 mm 896 17.18 Extra for using coloured W.C. pan instead of white W.C. pan Orissa pattern W.C. pan 580x440 mm 897 17.19 Providing and fixing white vitreous china pedestal type (European type/ wash down type) water closet pan. 898 17.20 Extra for using coloured pedestal type W.C pan (European type) with low level cistern of same colour instead of white vitreous china W.C pan and cistern. 899 17.21 Providing and fixing a pair of white vitreous china foot rests of standard pattern for squatting pan water closet: 17.21.1 250x130x30 mm 17.21.2 250x125x25 mm 900 17.22 Providing and fixing P.V.C. low level flushing cistern with manually controlled device (handle lever) conforming to IS: 7231, with all fittings and fixtures complete. 10 litre capacity 17.22.1 White 17.22.2 coloured 901 17.23 Providing and fixing controlled flush, low level cistern made of vitreous china with all fittings complete.10 litre (full flush capacity) 17.23.1 White 17.23.2 Coloured 902 17.24 Providing and fixing solid plastic seat with lid for pedestal type W.C. pan complete : 17.24.1 White 17.24.2 Black 17.24.3 Coloured (other than black and white) 903 17.25 Providing and fixing G.I. inlet connection for flush pipe connecting with W.C. pan. 904 17.26 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350mm or 340x410x265mm sizes respectively. 905 17.27 Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350mm. 906 17.28 Providing and fixing white vitreous china squatting plate urinal with integral rim longitudinal flush pipe. 907 17.29 Providing and fixing white vitreous china wash basin including making all connections but excluding the cost of fittings : 17.29.1 Flat back wash basin of size 630x450mm. 17.29.2 Flat back wash basin of size 550x400mm. 17.29.3 Angle back wash basin of size 600x480mm. 17.29.4 Angle back wash basin of size 400x400mm. 17.29.5 Flat back wash basin of size 450x300mm. 17.29.6 Surgeon type wash basin of size 660x460mm. 908 17.30 Providing and fixing kitchen sink including making all connections excluding cost of fittings. White glazed fire clay sink of size 600x450x250mm. 909 17.31 Providing and fixing white vitreous china laboratory sink including making all connections excluding cost of fittings: 17.31.1 Size 450x300x150 mm. 17.31.2 Size 600x450x200 mm. 910 17.32 Providing and fixing soil, waste and vent pipes: 17.32.1 Sand cast iron socket and spigot (S&S) pipe as per IS: 1729 17.32.1.1 75 mm dia with wall thickness of 5 mm 17.32.1.2 100 mm dia with wall thickness of 5 mm 17.32.2 Spun cast iron socket and spigot (S&S) pipe as per IS: 3989 17.32.2.1 75 mm dia with wall thickness of 3.5 mm 17.32.2.2 100 mm dia with wall thickness of 4 mm 17.32.2.3 150mm dia with wall thickness of 5mm 17.32.3 Hubless Centrifugally cast (spun) iron pipe epoxy coated in side & out side including complete coupling assembly (EPDM rubber gasket stainless steel claim and external metallic/ protective shield as per IS:15905) 17.32.3.1 75 mm dia with wall thickness of 3.5 mm 17.32.3.2 100 mm dia with wall thickness of 3.5mm 17.32.3.3 150mm dia with wall thickness of 4 mm 911 17.33 Providing and filling the joints with spun yarn cement slurry and cement mortar 1:2 ( 1 cement : 2 sand) in S.C.I./ C.I. Pipes : 17.33.1 75 mm dia pipe 17.33.2 100 mm dia pipe 912 17.34 Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10cm of Cement Concrete 1:2:4 mix (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size) including cost of cutting holes and making good the walls etc. : 17.34.1 For 75 mm dia pipe 17.34.2 For 100 mm dia pipe 17.34.3 For 150 mm dia pipe 913 17.35 Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. 17.35.1 150 mm dia 17.35.1.1 Sand cast iron as per IS – 1729 minimum wall thickness 6.5mm 17.35.1.2 Spun cast iron as per IS – 3989 minimum wall thickness 5 mm 17.35.1.3 Hubless cast(spun) iron as per IS- 15905 minimum wall thickness 3.5 mm 17.35.2 100 mm dia 17.35.2.1 Sand cast iron as per IS – 1729 minimum wall thickness 6.5mm 17.35.2.2 Spun cast iron as per IS – 3989 minimum wall thickness 4 mm 17.35.2.3 Hubless cast(spun) iron as per IS- 15905 minimum wall thickness 3 mm 17.35.3 75 mm dia 17.35.3.1 Sand cast iron as per IS – 1729 minimum wall thickness 6.5 mm 17.35.3.2 Spun cast iron as per IS – 3989 minimum wall thickness 3.5 mm 17.35.3.3 Hubless cast(spun) iron as per IS- 15905 minimum wall thickness 3 mm 914 17.36 Providing and fixing plain bend of required degree. 17.36.1 150 mm dia 17.36.1.1 Sand cast iron as per IS – 1729 minimum wall thickness 6.5mm 17.36.1.2 Spun cast iron as per IS – 3989 minimum wall thickness 5 mm 17.36.1.3 Hubless cast(spun) iron as per IS- 15905 minimum wall thickness 3.5 mm 17.36.2 100 mm dia 17.36.2.1 Sand cast iron as per IS – 1729 minimum wall thickness 6.5mm 17.36.2.2 Spun cast iron as per IS – 3989 minimum wall thickness 4 mm 17.36.2.3 Hubless cast(spun) iron as per IS- 15905 minimum wall thickness 3 mm 17.36.3 75 mm dia 17.36.3.1 Sand cast iron as per IS – 1729 minimum wall thickness 6.5mm 17.36.3.2 Spun cast iron as per IS – 3989 minimum wall thickness 3.5 mm 17.36.3.3 Hubless cast(spun) iron as per IS- 15905 minimum wall thickness 3 mm 915 17.37 Providing and fixing heel rest sanitary bend 17.37.1 100 mm dia 17.37.1.1 Sand cast iron as per IS - 1729 17.37.1.2 Spun cast iron as per IS - 3989 17.37.2 75 mm dia 17.37.2.1 Sand cast iron as per IS - 1729 17.37.2.2 Spun cast iron as per IS - 3989 916 17.38 Providing and fixing double equal junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete : 17.38.1.1 150X150X150X150 17.38.1.2 Sand cast iron as per IS - 3989 17.38.2 100x100x100x100mm 17.38.2.1 Sand cast iron as per IS - 1729 17.38.2.2 Spun cast iron as per IS - 3989 17.38.3 75x75x75x75mm 17.38.3.1 Sand cast iron as per IS - 1729 17.38.3.2 Spun cast iron as per IS - 3989 917 17.39 Providing and fixing double equal plain junction of required degree. 17.39.1 150X150X150X150 mm 17.39.1.1 Sand cast iron as per IS - 3989 17.39.2 100x100x100x100mm 17.39.2.1 Sand cast iron as per IS – 1729 17.39.2.2 Spun cast iron as per IS – 3989 17.39.2.3 Hubless cast(spun) iron as per IS- 15905 17.39.3 75x75x75x75 mm 17.39.3.1 Sand cast iron as per IS – 1729 17.39.3.2 Spun cast iron as per IS – 3989 17.39.3.3 Hubless cast(spun) iron as per IS- 15905 918 17.40 Providing and fixing single equal junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. 17.40.1 150X150X150 mm 17.40.1.1 Spun cast iron as per IS - 3989 17.40.2 100x100x100 mm 17.40.2.1 Sand cast iron as per IS - 1729 17.40.2.2 Spun cast iron as per IS - 3989 17.40.3 75x75x75 mm 17.40.3.1 Sand cast iron as per IS - 1729 17.40.3.2 Spun cast iron as per IS - 3989 919 17.41 Providing and fixing single equal plain junction of required degree : 17.41.1 150X150X150 mm 17.41.1.1 Spun cast iron as per IS - 3989 17.41.2 100x100x100 mm 17.41.2.1 Sand cast iron as per IS – 1729 17.41.2.2 Spun cast iron as per IS – 3989 17.41.2.3 Hubless cast(spun) iron as per IS- 15905 17.41.3 75x75x75 mm 17.41.3.1 Sand cast iron as per IS – 1729 17.41.3.2 Spun cast iron as per IS – 3989 17.41.3.3 Hubless cast(spun) iron as per IS- 15905 920 17.42 Providing and fixing double unequal junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete :100x100x75x75 mm 17.42.1 Sand cast iron as per IS - 1729 17.42.2 Spun cast iron as per IS - 3989 921 17.43 Providing and fixing double unequal plain junction of required degree: 100x100x75x75 mm 17.43.1.1 Sand cast iron as per IS – 1729 17.43.1.2 Spun cast iron as per IS – 3989 17.43.1.3 Hubless cast(spun) iron as per IS- 15905 922 17.44 Providing and fixing single unequal junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete : 100x100x75 mm 17.44.1 Sand cast iron as per IS - 1729 17.44.2 Spun cast iron as per IS - 3989 923 17.45 Providing and fixing single unequal plain junction of required degree : 100x100x75 mm 17.45.1 Sand cast iron as per IS – 1729 17.45.2 Spun cast iron as per IS – 3989 17.45.3 Hubless cast(spun) iron as per IS- 15905 924 17.46 Providing and fixing double equal plain invert branch of required degree: 17.46.1 100x100x100x100 mm 17.46.1.1 Sand cast iron as per IS - 1729 17.46.1.2 Sand cast iron as per IS - 3989 17.46.1.3 Hubless cast(spun) iron as per IS- 15905 17.46.2 75x75x75x75 mm 17.46.2.1 Sand cast iron as per IS - 1729 17.46.2.2 Spun cast iron as per IS - 3989 925 17.47 Providing and fixing single equal plain invert branch of required degree: 17.47.1 100x100x100 mm 17.47.1.1 Sand cast iron as per IS - 1729 17.47.1.2 Sand cast iron as per IS - 3989 17.47.1.3 Hubless cast(spun) iron as per IS- 15905 17.47.2 75x75x75 mm 17.47.2.1 Sand cast iron as per IS - 1729 17.47.2.2 Sand cast iron as per IS - 3989 17.47.2.3 Hubless cast(spun) iron as per IS- 15905 926 17.48 Providing and fixing double unequal invert branch of required degree : 100x100x75x75 mm 17.48.1 Sand cast iron as per IS - 1729 17.48.2 Spun cast iron as per IS - 3989 927 17.49 Providing and fixing single unequal plain invert branch of required degree : 100x100x75 mm 17.49.1 Sand cast iron as per IS - 1729 17.49.2 Spun cast iron as per IS - 3989 17.49.3 Hubless cast(spun) iron as per IS- 15905 minimum wall thickness 928 17.50 Providing and fixing sand cast iron S&S off sets as per IS: 1729 17.50.1 76 mm off sets 17.50.1.1 With 75 mm dia pipe 17.50.1.2 With 100 mm dia pipe 17.50.2 114 mm off sets 17.50.2.1 With 75 mm dia pipe 17.50.2.2 With 100 mm dia pipe 17.50.3 152 mm off sets 17.50.3.1 With 75 mm dia pipe 17.50.3.2 With 100 mm dia pipe 929 17.51 Providing and fixing sand cast iron S&S off sets as per IS: 3989. 17.51.1 75 mm off sets 17.51.1.1 With 75 mm dia pipe 17.51.1.2 With 100 mm dia pipe 17.51.1.3 With 150 mm dia pipe 17.51.2 150 mm off sets 17.51.2.1 With 75 mm dia pipe 17.51.2.2 With 100 mm dia pipe 17.51.2.3 With 150 mm dia pipe 930 17.52 Providing and fixing door piece, insertion rubber washer 3mm thick, bolts and nuts complete : 17.52.1 100 mm 17.52.1.1 Sand cast iron as per IS - 1729 17.52.1.2 Spun cast iron as per IS - 3989 17.52.2 75 mm 17.52.2.1 Sand cast iron as per IS - 1729 17.52.2.2 Spun cast iron as per IS - 3989 931 17.53 Providing and fixing terminal guard: 17.53.1 150mm 17.53.1.1 Sand cast iron as per IS - 1729 17.53.1.2 Spun cast iron as per IS - 3989 17.53.1.3 Hubless cast(spun) iron as per IS- 15905 17.53.2 100 mm 17.53.2.1 Sand cast iron as per IS - 1729 17.53.2.2 Spun cast iron as per IS - 3989 17.35.2.3 Hubless cast(spun) iron as per IS-15905 17.53.3 75 mm 17.53.3.1 Sand cast iron as per IS - 1729 17.53.3.2 Spun cast iron as per IS - 3989 17.53.3.3 Hubless cast(spun) iron as per IS- 15905 932 17.54 Providing and fixing collar: 17.54.1 100 mm 17.54.1.1 Sand cast iron S & S as per IS - 1729 17.54.1.2 Sand cast iron S & S as per IS - 3989 17.54.2 75 mm 17.54.2.1 Sand cast iron S & S as per IS - 1729 17.54.2.2 Sand cast iron S & S as per IS- 3989 933 17.55 Providing lead caulked joints to sand cast iron/ centrifugally cast (spun) iron pipes and fittings of diameter: 17.55.1 150mm 17.55.2 100 mm 17.55.3 75 mm 934 17.56 Providing and fixing M.S. stays and clamps for sand cast iron/ centrifugally cast (spun) iron pipes of diameter : 17.56.1 100 mm dia 17.56.2 75 mm dia 935 17.57 Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : 17.57.1 100 mm inlet and 100 mm outlet 17.57.1.1 Spun cast iron S & S as per IS: 3989. 17.57.1.2 Sand Cast iron S & S as per IS: 1729. 17.57.1.3 Hubless cast(spun) iron as per IS-15905 17.57.2 100 mm inlet and 75 mm outlet 17.57.2.1 Sand cast iron S & S as per IS - 3989 17.57.2.2 Spun Cast iron S & S as per IS- 1729. 17.57.2.3 Hubless cast(spun) iron as per IS- 15905 936 17.58 Providing and fixing unplasticised Rigid PVC soil and waste pipes conforming to IS: 13592 Type B including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. Single socketed pipes for working pressure of 4 kg/sqcm. (minimum wall thickness 3.2mm) 17.58.1 75 mm diameter 17.58.2 110 mm diameter 937 17.59 Providing and fixing unplasticised PVC moulded fittings/ accessories for unplasticised Rigid PVC soil and waste pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. 17.59.1 Coupler 17.59.1.1 75 mm 17.59.1.2 110 mm 17.59.2 Single pushfit Coupler 17.59.2.1 75 mm 17.59.2.2 110 mm 17.59.3 Single tee with door 17.59.3.1 75x75x75 mm 17.59.3.2 110x110x110 mm 17.59.4 Single tee without door 17.59.4.1 75x75x75 mm 17.59.4.2 110x110x110 mm 17.59.5 Bend 87.50 17.59.5.1 75 mm bend 17.59.5.2 110 mm bend 938 17.60 Providing and fixing Unplasticised - PVC pipe clips of approved design to Unplasticised - PVC soil and waste pipes by means of bombay nail of required length including and making good the wall etc. complete. 17.60.1 75 mm 17.60.2 110 mm 939 17.61 Providing and fixing UPVC trap of self cleaning design complete. Including cost of cutting and making good the wall and floors. 100 mm inlet and 75 mm outlet 940 17.62 Providing and fixing M.S. holder bat clamp of approved design to sand cast iron/ cast iron (spun) pipes comprising of M.S. flat brackets made of 50x5mm flat of specified shape, projecting 75mm outside the wall surface and fixed on wall with 4nos, 6mm dia expansion hold fasteners including drilling necessary holes in brick wall/ CC/ RCC surface and the cost of bolts etc. The pipes shall be fixed to the already fixed brackets with the help of 30mm x1.6mm galvanised M.S. flats of specified shape and of total length 420mm and shall be fixed with M.S. nuts, bolts, and washers of size 25x6mm, one bolts on each side of the pipe. 17.62.1 Total bracket length 580mm of approved shape and design (for single, 100mm dia pipe). 17.62.2 Total bracket length 810mm of approved shape and design (for two, 100mm dia pipes). 17.62.3 Total bracket length 1040mm of approved shape and design (for three, 100mm dia pipes). 941 17.63 Cutting chases in brick masonry walls (clay brick/flyash brick/AAC blocks) for following diameter sand cast iron/ centrifugally cast (spun) iron pipes and making good the same with cement concrete 1:3:6 (1 cement : 3 sand :6 graded stone aggregate 12.5 mm nominal size) including necessary plaster and pointing in cement mortar 1:4 (1 cement : 4 sand) : 17.63.1 100 mm dia 17.63.2 75 mm dia 17.63.3 50 mm dia 942 17.64 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. 17.64.1 Semi rigid pipe 17.64.1.1 32 mm dia 17.64.1.2 40 mm dia 17.64.2 Flexible pipe (only in residential & complaxes) 17.64.2.1 32 mm dia 17.64.2.2 40 mm dia 943 17.65 Providing and fixing 100 mm sand cast Iron grating for gully trap. 944 17.66 Providing and fixing in position 25mm diameter mosquito proof coupling of approved municipal design. 945 17.67 Providing and fixing bevelled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 946 17.68 Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shape with 6 mm thick hard board backing 17.68.1 Circular shape 450mm dia. 17.68.2 Rectangular shape 453x357mm 17.68.3 Oval shape 450x350mm (outer dimensions) 17.68.4 Rectangular shape 1500x450 mm 947 17.69 Providing and fixing glass shelf with edges round of supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. 948 17.70 Providing and fixing toilet paper holder: 17.70.1 C.P. brass 17.70.2 Vitreous china 949 17.71 Providing and fixing CP brass waste coupling of approved quality and make for sink and wash basin. 17.71.1 Waste coupling 31mm of 79mm length and 62mm breadth 17.71.2 Waste coupling 38mm of 83mm length and 77mm breadth 950 17.72 Providing and fixing CP brass bottle trap of approved quality and make for sink and wash basin. 951 17.73 Providing and fixing CP brass towel rail of approved quality and make 17.73.1 600x20mm 17.73.2 450x20mm 952 17.74 Providing and fixing CP brass towel ring of approved quality and make 200mm dia ring 953 17.75 Providing and fixing CP brass soap dish of approved quality and make 954 17.76 Providing and fixing CP brass Urinal spreader of approved quality and make 955 17.77 Providing and fixing C.P. brass soap container 109 mm wide, 125 high and 112 mm distance from wall of standard shape with bracket of the same material with all fittings etc. of approved quality and conforming to IS: specification. 956 17.78 Providing and fixing C.P. brass grating of approved quality and make conforming to IS: specification. 17.78.1 100 mm dia. 957 17.79 Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour. 17.79.1 Waste coupling 31mm dia of 79mm length and 62mm breadth weighing not less than 45gms. 17.79.2 Waste coupling 38mm dia of 83mm length and 77mm breadth, weighing not less than 60gms. 958 17.80 Providing and fixing PTMT Bottle Trap for Wash basin and sink. 17.80.1 Bottle trap 31mm single piece moulded with height of 270mm, effective length of tail pipe 260mm from the centre of the waste coupling 77mm breadth with 25mm minimum water seal, weighing not less than 260gms. 17.80.2 Bottle trap 38mm single piece moulded with height of 270mm, effective length of tail pipe 260mm from the centre of the waste coupling 77mm breadth with 25mm minimum water seal, weighting not less than 263gms. 959 17.81 Providing and fixing PTMT liquid soap container 109mm wide, 125mm high and 112mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour. Weighing not less than 105 gms. 960 17.82 Providing and fixing PTMT towel ring trapezoidal shape 215mm long, 200mm wide with a minimum distances of 37mm from wall face with concealed fittings arrangement of approved quality and colour. Weighing not less than 88 gms. 961 17.83 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fitting arrangement of approved quality and colour. 17.83.1 450mm long towel rail with total length of 495mm, 78mm wide and effective height of 88mm, weighing not less than 170gms. 17.83.2 600mm long towel rail with total length of 645mm, width 78mm and effective height of 88mm, weighing not less than 190gms. 962 17.84 Providing and fixing PTMT shelf 440 mm long, 124 mm width and 36 mm height of approved quality and colour. Weighing not less than 300 gms. 963 17.85 Providing and fixing PTMT 15 mm Urinal spreader size 95x69x100 mm with 1/2 BSP thread and shapes. Weighing not less than 60 gms. 964 17.86 Providing and fixing PTMT urinal cock of approved quality and colour. 15 mm nominal bore, 80mm long. 42 mm high and 30mm wide with BSP female threads weighing not less than 48 gms. 965 17.87 Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements. Weighing not less than 106 gms. 966 17.88 Painting C.I. cistern with bitumastic or any other anti-corrosive paint inside and white paint over a coat of zinc chromate yellow primer (of approved quality) on the outside surface of the cistern, flush pipe, other fittings, etc. complete for new work. 967 17.89 Re-painting C.I. cistern with bitumastic or any other anti-corrosive paint inside and white paint on the outside surface of the cistern, flush pipe, other fittings, etc. complete including polishing of wooden seat and lid and cleaning of W.C. pan with acid wherever necessary. 968 17.90 Repainting C.I. cistern with synthetic enamel paint of approved colour brand and manufacture on the outside surface of cistern flush pipe, other fittings etc. complete. 969 17.91 Painting sand cast iron/ centrifugally cast (spun) iron soil, waste vent pipes and fittings with two coats of synthetic enamel paint of any colour such as chocolate grey, or buff etc. over a coat of primer (of approved quality) for new work : 17.91.1 75 mm diameter pipe 17.91.2 100 mm diameter pipe 17.91.3 150 mm diameter pipe 970 17.92 Repainting sand cast iron/ centrifugally cast iron (spun) iron, soil, waste, vent pipes and fittings with one coat of synthetic enamel paint of any colour such as chocolate, grey or buff etc : 17.92.1 75 mm diameter pipe 17.92.2 100 mm diameter pipe 17.92.3 150 mm diameter pipe 971 17.93 Repainting bath tub of size 1700x730x430mm with enamel paint. 972 17.94 Providing and laying Ceramic glazed half round pipe drain (having thickness 9 to 10mm) of approved make in colours such as White, Ivory, Grey, or any other colour, laid on 20 mm thick Cement Mortar 1:4 (1 Cement : 4 sand) including pointing the joints with white cement and matching pigment etc., complete. 17.94.1 100 mm dia half round pipe 17.94.2 150 mm dia half round pipe 17.94.3 200mm dia half round pipe 973 17.99 Construction of manually operated fire based incinerator for girls-toilet i/c (i)   Fire and ash collection chamber 0.60x0.60 m, made of calcium silicate bricks, having 12mm dia steel bars grating @10 cm c/c, i/c MS mesh weldedon top including 300 mm x 450 mm MS openable door of half grill and half MS plate (3mm thick ).(ii)     0.40 m X 0.40 m duct made of 1.6 mm thick MS sheet for dropping napkins from the toilet opening.(iv) 150mm dia Class C heavy duty MS pipe conforming to IS 3589/1239 for gas emission with cowel, up to 2.10 meter height above terrace level.(v) Opening in wall having MS flap (1.6mm thick) of size 0.25X 0.25 m, finished with granite.etc complete as per standard drawing no. 5313-B-NB4-9919- R1 dated 21.02.2017 17.99.1 For ground floor buildings. 17.99.2 For Ground floor & Ist floor buildings. 17.99.3 Add extra for every additional floor above Ist floor. 974 17.95 Providing and fixing coupler for PVC pipes & fittings waste/rain water/drainage disposal of superior Indian make (as approved by Engineer incharge) i/c jointing with rubber rings, adhesive, lubricant,solvent cement PVC clips or burried underground i/c making necessary chases and holes in walls, floors or trenching complete with making good or i/c excavation and refilling as per site requirement with testing etc.complete. FOR WASH BASIN CONNECTION (40mm diameter) 975 18.6 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. 18.6.1 Internal work - Exposed on wall 18.6.1.1 15 mm nominal outer dia Pipes. 18.6.1.2 20 mm nominal outer dia .Pipes. 18.6.1.3 25 mm nominal outer dia .Pipes. 18.6.1.4 32 mm nominal outer dia Pipes. 18.6.1.5 40 mm nominal outer dia Pipes. 18.6.1.6 50 mm nominal outer dia .Pipes. 18.6.2 Concealed work including cutting chases and making good the walls etc. 18.6.2.1 15 mm nominal outer dia .Pipes. 18.6.2.2 20 mm nominal outer dia .Pipes. 18.6.2.3 25 mm nominal outer dia Pipes. 18.6.2.4 32 mm nominal outer dia Pipes. 976 18.7 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings. This included jointing of pipes and fittings with one step CPVC solvent cement, trenching, refilling and testing of joints complete as per direction of Engineer-in- Charge. External Work 18.7.1 15 mm nominal outer dia Pipes. 18.7.2 20 mm nominal outer dia .Pipes. 18.7.3 25 mm nominal outer dia Pipes. 18.7.4 32 mm nominal outer dia .Pipes. 18.7.5 40 mm nominal outer dia Pipes. 18.7.6 50 mm nominal outer dia .Pipes. 18.7.7 62.50 mm nominal inner dia Pipes. 18.7.8 75 mm nominal inner dia .Pipes. 18.7.9 100mm nominal inner dia .Pipes. 18.7.10 150 mm nominal inner dia Pipes. 977 18.8 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. 18.8.1 Internal work - Exposed on wall 18.8.1.1 15 mm dia. nominal bore 18.8.1.2 20 mm dia. nominal bore 18.8.1.3 25 mm dia. nominal bore 18.8.1.4 32 mm dia. nominal bore 18.8.1.5 40 mm dia. nominal bore 18.8.1.6 50 mm dia. nominal bore 18.8.2 Concealed pipe including painting with anti corrosivebitumastic paint, cutting chases and making good the wall. 18.8.2.1 15 mm dia nominal bore 18.8.2.2 20 mm dia nominal bore 18.8.3 External work : including trenching and refilling etc. 18.8.3.1 15 mm dia. nominal bore 18.8.3.2 20 mm dia. nominal bore 18.8.3.3 25 mm dia. nominal bore 18.8.3.4 32 mm dia. nominal bore 18.8.3.5 40 mm dia. nominal bore 18.8.3.6 50 mm dia. nominal bore 18.8.3.7 65 mm dia. nominal bore 18.8.3.8 80 mm dia. nominal bore 978 18.9 Providing and fixing Stainless Steel pipe and fitting of grade AISI 304 as per JIS standard 3448 complete with press type fitting (fitting shall be paid for separately) i/c fixing of the pipe with clamps at 1.00 m spacing including cutting and making good the walls including testing of joints complete as per direction of Engineer -in-charge. (The pipe length inserted in the fitting shall not be measured for payment) 18.9.1 Internal work - Exposed on wall 18.9.1.1 15.88 mm outer diapipe 18.9. 1.2 22.22 mm outer diapipe 18.9.1.3 28.58 mm outer diapipe 18.9.1.4 34.00 mm outer dia Pipe 18.9.1.5 42.70 mm outer dia Pipe 18.9.1.6 48.60 mm outer dia Pipe 18.9.2 Internal work - Concealed Pipe 18.9.2.1 15.88 mm outer dia .Pipes. 18.9.2.2 22.22 mm Outer diaPipes 979 18.12 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 18.12.1 With C.I. wheel of approved quality (screwed end) 18.12.1.1 25 mm nominal bore 18.12.1.2 32 mm nominal bore. 18.12.1.3 40 mm nominal bore 18.12.1.4 50 mm nominal bore 18.12.1.5 65 mm nominal bore 18.12.1.6 80 mm nominal bore 18.12.2 With brass lever handle of approved quality. 18.12.2.1 25 mm nominal bore 18.12.2.2 32 mm nominal bore. 18.12.2.3 40 mm nominal bore 18.12.2.4 50 mm nominal bore 980 18.13 Providing and fixing CPVC gate valve with knob of approved quality. 18.13.1 25 mm nominal bore 18.13.2 32 mm nominal bore. 18.13.3 40 mm nominal bore 18.13.4 50 mm nominal bore 981 18.14 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 18.14.1 15 mm nominal bore 18.14.2 20 mm nominal bore 18.14 3 25 mm nominal bore 982 18.15 Providing and fixing gun metal non- return valve of approved quality (screwed end) : 18.15.1 25 mm nominal bore 18.15.1.1 Horizontal 18.15.1.2 Vertical 18.15.2 32 mm nominal bore 18.15.2.1 Horizontal 18.15.2.2 Vertical 18.15.3 40 mm nominal bore 18.15.3.1 Horizontal 18.15.3.2 Vertical 18.15.4 50 mm nominal bore 18.15.4.1 Horizontal 18.15.4.2 Vertical 18.15.5 65 mm nominal bore 18.15.5.1 Horizontal 18.15.5.2 Vertical 18.15.6 80 mm nominal bore 18.15.6.1 Horizontal 18.15.6.2 Vertical 983 18.16 Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main : 18.16.1 15 mm nominal bore 18.16.2 20 mm nominal bore 18.16.3 25 mm nominal bore 984 18.17 Providing and fixing uplasticised PVC connection pipe with brass unions : 18.17.1 30 cm length 18.17.1.1 15 mm nominal bore 18.17.1.2 20 mm nominal bore 18.17.2 45 cm length 18.17.2.1 15 mm nominal bore 18.17.2.2 20 mm nominal bore 985 18.18 Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement :2 sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement :5 sand:10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement :3 sand) 12mm thick finished with a floating coat of neat cement complete as per standard design :- 18.18.1 With common burnt clay bricks of 25 kg /sqcm compressive strength. 18.18.2 With well burnt flyash bricks of 50 kg/sqm compressive strength. 986 18.19 Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 sand) for sluice valve, with C.I. surface box 100mm. top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement :2 sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design 18.19.1 With common burnt clay bricks of 25 kg /sqcm compressive strength. 18.19.2 With flyash bricks of 50 kg/cm2 strength 987 18.20 Constructing masonry Chamber 60x60x75 cm, inside in brick work in cement mortar 1:4 (1 cement : 4 sand) for fire hydrants, with C.I. surface box 350x350 mm. top and 165 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 sand:10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design : 18.20.1 With common burnt clay bricks of 25 kg/cm2 compressive strength. 18.20.2 With flyash bricks of 50kg/cm2 strength. 988 18.21 Constructing masonry Chamber 60x45x50 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 sand) for water meter complete with C.I. double flap surface box 400x200x200 mm (inside) with locking arrangement and RCC top slab 1:2:4 mix (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 sand:10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design : 18.21.1 With common burnt clay bricks of 25 kg /sqcm compressive strength. 18.21.2 With flyash bricks of 50kg/sqm compressive strength. 989 18.22 Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work : 18.22.1 15 mm diameter pipe. 18.22.2 20 mm diameter pipe. 18.22.3 25 mm diameter pipe. 18.22.4 32 mm diameter pipe. 18.22.5 40 mm diameter pipe. 18.22.6 50 mm diameter pipe. 990 18.23 Repainting G.I. pipes and fittings with synthetic enamel white paint of approved quality : 18.23.1 15 mm diameter pipe. 18.23.2 20 mm diameter pipe. 18.23.3 25 mm diameter pipe 18.23.4 32 mm diameter pipe 18.23.5 40 mm diameter pipe 18.23.6 50 mm diameter pipe 991 18.24 Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality : 18.24.1 15 mm diameter pipe 18.24.2 20 mm diameter pipe 18.24.3 25 mm diameter pipe 18.24.4 32 mm diameter pipe 18.24.5 40 mm diameter pipe 18.24.6 50 mm diameter pipe 18.24.7 65 mm diameter pipe 18.24.8 80 mm diameter pipe 992 18.25 Providing and filling sand all-round the G.I. pipes in external work. 18.25.1 15 mm diameter pipe 18.25.2 20 mm diameter pipe 18.25.3 25 mm diameter pipe 18.25.4 32 mm diameter pipe 18.25.5 40 mm diameter pipe 18.25.6 50 mm diameter pipe 18.25.7 65 mm diameter pipe 18.25.8 80 mm diameter pipe 993 18.26 Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) 18.26.1 15 mm nominal bore 18.26.2 20 mm nominal bore 18.26.3 25 mm nominal bore 18.26.4 32 mm nominal bore 18.26.5 40 mm nominal bore 18.26.6 50mm nominal bore 18.26.7 65mm nominal bore 18.26.8 80 mm nominal bore 994 18.27 Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws including excavation, refilling the earth or cutting of wall and making good the same complete wherever required : 18.27.1 15 mm nominal bore. 18.27.2 20 mm nominal bore. 18.27.3 25 mm nominal bore. 18.27.4 32 mm nominal bore. 18.27.5 40 mm nominal bore. 18.27.6 50 mm nominal bore. 18.27.7 65 mm nominal bore. 18.27.8 80 mm nominal bore. 995 18.28 Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank 996 18.29 Providing and fixing brass bib cock of approved quality 18.29.1 15 mm nominal bore 18.29.2 20 mm nominal bore 997 18.30 Providing and fixing brass stop cock of approved quality : 18.30.1 15 mm nominal bore 18.30.2 20 mm nominal bore 998 18.31 Providing and fixing C.P. brass bib cock of approved quality conforming to IS: 8931, and weighing not less then 400 kg, 15 mm nominal bore. 999 18.32 Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gm, 15 mm nominal bore. 1000 18.33 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gm, 15 mm nominal bore 1001 18.34 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS: 8931. 15 mm nominal bore. 1002 18.35 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:893115 mm nominal bore 1003 18.36 Providing and fixing chrome plated brass battery based infrared sensor operated pillar cock, having foam flow technology. 15 mm nominal bore. 1004 18.37 Providing and fixing C.P. brass pillar cock approved quality and make conforming to IS: specification. nd weighing not less than 650 gm,a15 mm nominal bore 125 mm long foam flow. 1005 18.38 Providing and fixing C.P. brass basin mixer of approved quality and make conforming to IS: specification.15 mm nominal bore. 1006 18.39 Providing and fixing C.P. brass wall mixer of approved quality and make conforming to IS: specification. 15 mm nominal bore. 1007 18.40 Providing and fixing C.P. brass sink mixer of approved quality and make conforming to IS: specification. 15 mm nominal bore. 1008 18.41 Providing and fixing C.P. brass elbow operated bibcock of approved quality and make conforming to IS: specification. 15 mm nominal bore. 1009 18.42 Providing and fixing C.P. brass elbow operated pillar cock of approved quality and make conforming to IS: specification. 15 mm nominal bore. 1010 18.43 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 18.43.1 100 mm diameter 18.43.2 150 mm diameter 18.43.3 200 mm diameter 1011 18.44 Providing and fixing PTMT bib cock of approved quality and colour 15mm nominal bore. 18.44.1 86 mm long weighing not less than 88 gm 18.44.2 122 mm long weighing not less than 99 gm 18.44.3 165mm long weighing not less than 110 gm 18.44.4 90mm long weighing not less than 93 gm 1012 18.45 Providing and fixing PTMT stop cock of approved quality and colour. 18.45.1 15 mm nominal bore, 86mm long. Weighing not less than 88 gms. 18.45.2 20mm nominal bore, 89mm long. Weighing not less than 88 gms. 18.45.3 Concealed stop cock, 15mm nominal bore, 108mm long. Weighing not less than 108 gms. 1013 18.46 Providing and fixing PTMT pillar cock of approved quality and colour. 18.46.1 15mm nominal bore, 107mm long. Weighing not less than 110 gms. 18.46.2 15mm nominal bore, 125mm long foam flow weighing not less than 120 gms. 1014 18.47 Providing and fixing PTMT, push cock of approved quality and colour. 18.47.1 15 mm nominal bore, 98mm long. Weighing not less than 75 gms. 18.47.2 15 mm nominal bore, 80mm long weighing not less than 46 gms. 1015 18.48 Providing and fixing PTMT grating of approved quality and colour. 18.48.1 Circular type. 18.48.1.1 100 mm nominal dia. 18.48.1.2 125 mm nominal dia with 25 mm waste hole. 18.48.2 Rectangular type with openable circular lid. 18.48.2.1 150 mm nominal size square 100 mm diameter of the inner hinged round grating. 1016 18.49 Providing and fixing PTMT angle stop cock 15 mm nominal bore. Weighing not less than 85 gms. 1017 18.50 Providing and fixing PTMT swivelling shower, 15mm nominal bore. Weighing not less than 40gms. 1018 18.51 Providing and fixing PTMT Ball cock of approved quality, colour and make complete with Epoxy coated aluminium rod with L.P./ H.P.H.D. plastic ball. 18.51.1 15 mm nominal bore, 105 mm long. Weighing not less than 138 gms. 18.51.2 20 mm nominal bore, 120 mm long. Weighing not less than 198 gms. 18.51.3 25 mm nominal bore, 152mm long. Weighing not less than 440 gms. 18.51.4 40mm nominal bore, 206mm long. Weighing not less than 690 gms. 18.51.5 50mm nominal bore, 242mm long. Weighing not less than 1240 gms. 1019 18.52 Providing and fixing Unplasticised P.V.C. connection pipe with PTMT Nuts collar and bush of approved quality and colour 15 mm nominal bore 18.52.1 30cm length. 18.52.2 45 cm length. 1020 18.53 Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour. 18.53.1 15 mm nominal bore.Weighing not less than 32 gms. 18.53.2 20mm nominal bore.Weighing not less than 40gms. 18.53.3 25mm nominal bore.Weighing not less than 62 gms. 1021 18.54 Providing and fixing enclosed type water meter (bulk type) conforming to IS: 2373 and tested by Municipal Board complete with bolts, nuts, rubber insertions etc. (The tail pieces if required will be paid separately) : 18.54.1 80 mm nominal bore 18.54.2 100 mm nominal bore 18.54.3 150 mm nominal bore 18.54.4 200 mm nominal bore 1022 18.55 Providing and fixing C.I. dirt box strainer for bulk type water meter with nuts, bolts, rubber insertions etc. complete conforming to IS : 2373 : 18.55.1 80 mm nominal bore 18.55.2 100 mm nominal bore 18.55.3 150 mm nominal bore 18.55.4 200 mm nominal bore 1023 18.56 Cutting holes upto 30x30 cm in walls including making good the same : With common burnt clay bricks of 25 kg /sqcmor flyash bricks of 50 kg/cm2compressive strength. 1024 18.57 Cutting holes upto 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) including finishing complete so as to make it leak proof. 1025 18.58 Making chases upto 7.5x7.5 cm in walls including making good and finishing with matching surface after housing G.I. pipe etc. 1026 18.59 Making hole upto 20x20 cm and embedding pipes upto 150 mm diameter in masonry and filling with cement concrete 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 20 mm nominal size) including disposal of malba. 1027 18.60 Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 18.60.1 25 to 40 mm nominal bore 18.60.2 50 to 80 mm nominal bore 1028 18.61 Providing and fixing CP jet assembly to including connection etc complete. 1029 18.62 Providing and fixing ferro- cement water storage tank with cover, having minimum thickness of 10mm. The wall to be reinforced with two layers of double galvanized annealed square wooven wire mesh of 20 gauge wire spaced at 15mm for 300 litre capacity and 12mm for 450 to 2500 litres capacity finish with 3 layers of Cement mortar 1:2 duly modified with polymer based plastizers and hardening chemicals (Burogrout and Buroseal) The tank should conform to the specification prescribed by Structural Engineering Research Centre Roorkee/Gaziabad. The tanks to be painted with drinking water paint inside and aluminimum paint out side with provision of outlet, inlet, overflow and cleaning including hoisting and placing in position upto floor two level or 5 M. height. 1030 18.63 Add extra for additional floor lift beyond 5.0M.height. 1031 19.1 Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 sand) including testing of joints etc. complete : Excavation to be paid seperataly 19.1.1 100 mm diameter 19.1.2 150 mm diameter 19.1.3 200 mm diameter 19.1.4 230 mm diameter 19.1.5 250 mm diameter 19.1.6 300 mm diameter 1032 19.2 Providing and laying cement concrete 1:5:10 (1 cement : 5 sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design: 19.2.1 100 mm diameter S.W. pipe 19.2.2 150 mm diameter S.W. pipe 19.2.3 200 mm diameter S.W. pipe 19.2.4 230 mm diameter S.W. pipe 19.2.5 250 mm diameter S.W. pipe 19.2.6 300 mm diameter S.W. pipe 1033 19.3 Providing and laying cement concrete 1:5:10 (1 cement : 5 sand : 10 graded stone aggregate 40 mm nominal size) upto haunches of S.W. pipes including bed concrete as per standard design : 19.3.1 100 mm diameter S.W. pipe 19.3.2 150 mm diameter S.W. pipe 19.3.3 200 mm diameter S.W. pipe 19.3.4 230 mm diameter S.W. pipe 19.3.5 250 mm diameter S.W. pipe 19.3.6 300 mm diameter S.W. pipe 1034 19.4 Providing and laying below ground unplasticised PVC pipe to with stand working pressure of 4 kg/cm2 soild waste pipes confirming to IS:13592 and IS:4985 including jointing with seal ring confirming to IS :5282 leaving 10mm gap for thermal expansion all necessary fittings etc. complete. Excavation to be paid seperataly. 19.4.1 110 mm diameter OD (min. wall thickness 3.2mm) 19.4.2 160 mm diameter OD (min. wall thickness 4.0mm) 19.4.3 200 mm diameter OD (min. wall thickness 4.9mm) 19.4.4 250 mm diameter OD (min. wall thickness 6.2mm) 19.4.5 300 mm diameter OD (min. wall thickness 7.7mm) 1035 19.5 Providing and laying cement concrete 1:3:6 (1 cement: 3 sand: 6 graded stone aggregate 20 mm nominal size) all-round PVC. pipes including bed concrete as per standard design: 19.5.1 110 mm diameter PVC. pipe 19.5.2 160 mm diameter PVC. pipe 19.5.3 200 mm diameter PVC. pipe 19.5.4 250 mm diameter PVC. pipe 19.5.5 300 mm diameter PVC pipe 1036 19.6 Providing and laying cement concrete 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 20 mm nominal size) up to haunches of PVC. pipes including bed concrete as per standard design : 19.6.1 110 mm diameter PVC. pipe 19.6.2 160 mm diameter PVC. pipe 19.6.3 200 mm diameter PVC. pipe 19.6.4 250 mm diameter PVC. Pipe 19.6.5 300 mm diameter PVC pipe 1037 19.7 Providing and fixing square- mouth S.W. gully trap class SP1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design : 19.7.1 100x100 mm size P type 19.7.1.1 With well burnt bricks 19.7.1.2 With Sewer bricks conforming to IS : 4885 19.7.2 150 x 100 mm size P type. 19.7.2.1 With well burnt bricks 19.7.2.2 With sewer bricks conforming to IS : 4885 19.7.3 180x150 mm size P type 19.7.3.1 With well burnt bricks 19.7.3.2 With Sewer bricks conforming to IS : 4885 1038 19.8 Providing and laying non- pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 sand) including testing of joints etc. complete : 19.8.1 100 mm dia. R.C.C. pipe 19.8.2 150 mm dia. R.C.C. pipe 19.8.3 250 mm dia. R.C.C. pipe 19.8.4 300 mm dia. R.C.C. pipe 19.8.5 450 mm dia. R.C.C. pipe 19.8.6 500 mm dia. R.C.C. pipe 19.8.7 600 mm dia. R.C.C. pipe 1039 19.9 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 sand ) R.C.C. top slab with Cement Concrete 1:2:4 mix (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:2:4 mix (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design 19.9.1 Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : 19.9.1.1 With well burnt bricks 19.9.1.2 With Sewer bricks conforming to IS : 4885 19.9.2 Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg) : 19.9.2.1 With well burnt bricks 19.9.2.2 With Sewer bricks conforming to IS : 4885 19.9.3 Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (heavy duty) 560 mm internal diameter, total weight of cover and frame to be not less than 208 kg (weight of cover 108 kg and weight of frame 100 kg) : 19.9.3.1 With well burnt bricks 19.9.3.2 With Sewer bricks conforming to IS : 4885 1040 19.10 Extra for depth for manholes 19.10.1 Size 90x80 cm 19.10.1.1 With well burnt bricks 19.10.1.2 With Sewer bricks conforming to IS : 4885 19.10.2 Size 120x90 cm 19.10.2.1 With well burnt bricks 19.10.2.2 With Sewer bricks conforming to IS : 4885 1041 19.11 Constructing brick masonry circular type manhole 0.91m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement : 4 sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 sand : 6 graded stone aggregate 40mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) including centering shuttering all complete. (Foot rests and 12mm thick cement plaster at the external surface shall be paid for separately) : 19.11.1 With well burnt bricks 19.11.2 With Sewer bricks conforming to IS : 4885 1042 19.12 Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91m to 1.67m 19.12.1 With well burnt bricks 19.12.2 With Sewer bricks conforming IS : 4885 1043 19.13 Constructing brick masonry circular manhole 1.22m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement :4 sand) inside cement plaster 12mm thick with cement mortar 1:3 (1 cement :3 sand) finished with a floating coat of neat cement foundation concrete 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 40mm nominal size) and making necessary channel in cement concrete 1:2:4 including centering shuttering all complete. (Foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) 19.13.1 With well burnt bricks 19.13.2 With Sewer bricks conforming IS : 4885 1044 19.14 Extra depth for circular type manhole 1.22m internal dia (at bottom) beyond 1.68 m to 2.29 m : 19.14.1 With well burnt bricks 19.14.2 With Sewer bricks conforming IS : 4885 1045 19.15 Constructing brick masonry circular manhole 1.52 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement : 4 sand) inside cement plaster 12mm thick with cement mortar 1:3 (1 cement : 3 sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 40mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement all complete as per standard design : 19.15.1 2.30m deep with SFRC Cover and frame (heavy duty HD-20 grade designation) 560mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size) including centering shuttering all complete. (Foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) : 19.15.1.1 With well burnt bricks 19.15.1.2 With Sewer bricks conforming IS : 4885 1046 19.16 Extra depth for circular type manhole 1.52 m internal dia (at bottom) beyond 2.30 m : 19.16.1 With well burnt bricks 19.16.2 With Sewer bricks conforming IS : 4885 1047 19.17 Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 20 mm nominal size) as per standard design : 19.17.1 With 20x20 mm square bar 19.17.2 With 20 mm diameter round bar 1048 19.18 Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS : 1786 having minimum cross section as 23 mmx25mm and over all minimum length 263 mm as per standard drawing and suitable to withstand the bend test and chemical resistance test as per specifications and having manufactures permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. 1049 19.19 Replacement of M.S. foot rests in manholes including dismantling concrete blocks and fixing with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 20 mm nominal size): 19.19.1 With 20x20 mm square bar 19.19.2 With 20 mm diameter round bar 1050 19.20 Supplying and fixing C.I. cover without frame for manholes : 19.20.1 455x610 mm rectangular C.I. cover (light duty) the weight of the cover to be not less than 23 kg. 19.20.2 500 mm diameter C.I. cover (medium duty) the weight of the cover to be not less than 58 kg. 19.20.3 560 mm diameter C.I. cover (heavy duty) the weight of the cover to be not less than 108 kg. 1051 19.21 Providing and fixing in position precast R.C.C. manhole cover and frame of required shape and approved quality 19.21.1 Light duty D- 2.5 19.21.1.1 Rectangular shape 600x450mm internal dimensions 19.21.1.2 Square shape 450mm internal dimensions 19.21.1.3 Circular shape 450mm internal diameter 19.21.2 Medium duty - 10 19.21.2.1 Square shape 450mm internal dimension 19.21.2.2 Circular shape 500mm internal diameter 19.21.3 Heavy duty D - 20 19.21.3.1 Circular shape 560 mm internal diameter 19.21.4 Extra Heavy Duty - 35 19.21.4.1 Circular shape 560 mm internal dia. 1052 19.22 Supplying and fixing C.I. cover 300x300 mm without frame for gully trap (standard pattern) the weight of cover to be not less than 4.5kg. 1053 19.23 Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : 19.23.1 For pipes 100 to 230 mm diameter 19.23.2 For pipes 250 to 300 mm diameter 19.23.3 For pipes 350 to 450 mm diameter 1054 19.24 Providing sand cast iron drop connection externally for 60 cm drop from branch sewer line to main sewer manhole including inspection and cleaning eye with chain and lid, sand cast iron drop pipe and bend encased all-round with cement concrete 1:5:10 (1 cement : 5 sand : 10 graded stone aggregate 40 mm nominal size) with cement mortar 1:1 (1 cement : 1 sand) joints between sand cast iron tee and S.W. pipe, making required channels complete as per standard design and specifications : 19.24.1 100 mm dia. sand cast iron drop connection 19.24.2 150 mm dia. sand cast iron drop connection 1055 19.25 Extra for depths beyond 60 cm of sand cast iron drop connection complete : 19.25.1 For 100 mm dia. sand cast iron drop connection 19.25.2 For 150 mm dia. sand cast iron drop connection 1056 19.26 Raising manhole cover and frame slab to required level including dismantling existing slab and making good the damage as required (Brick work for Raising depth of manhole to be paid separately) : 19.26.1 Rectangular manhole 90x80 cm with rectangular cover 600x450 mm of grade LD - 2.5 19.26.2 Rectangular manhole 120x90 cm with circular cover 500 mm dia of grade MD - 10 19.26.3 Rectangular manhole 120x90 cm with circular cover 560 mm dia of grade HD - 20 19.26.4 Circular manhole 140 cm dia with circular cover 600 mm dia of grade Extra heavy duty HD -35 1057 19.27 Constructing brick masonry road gully chamber 50x45x60cm with bricks in cement mortar 1:4 (1 cement : 4 sand) including 500x450 mm precast R.C.C. horizontal grating with frame complete as per standard design : 19.27.1 With well burnt bricks 19.27.2 With fly ash bricks 100 key/cm2 strangth 1058 19.28 Constructing brick masonry road gully chamber 45x45x77.5cm with bricks in cement mortar 1:4 (1 cement : 4 sand) with precast R.C.C. vertical grating complete as per standard design : 19.28.1 With well burnt bricks 19.28.2 With fly ash bricks 100 kg/cm2 strength 1059 19.29 Constructing brick masonry road gully chamber 110x50x77.5cm with bricks in cement mortar 1:4 (1 cement : 4 sand) including 500x450 mm precast R.C.C. horizontal grating with frame and vertical grating complete as per standard design : 19.29.1 With well burnt bricks 19.29.2 With fly ash bricks 100 kg/cm2 strength 1060 19.30 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks of class designation 75 and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. 19.30.1 With well burnt bricks 1061 19.31 Constructing soak pit 1.20x1.20x1.20m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20m long complete as per standard design. 1062 19.32 Providing and fixing S.W. intercepting trap in manholes with stiff mixture of cement mortar 1:1 (1 cement : 1 sand) including testing of joints etc. complete : 19.32.1 100 mm dia 19.32.2 150 mm dia 1063 19.33 Providing, laying and jointing half round glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 sand) including testing of joints etc. complete : Excavation to be paid seperataly 19.33.1 100 mm dia 19.33.2 150 mm dia 19.33.3 200 mm dia 19.33.4 230 mm dia 19.33.5 250 mm dia 19.33.6 300 mm dia 1064 19.34 Providing and laying half round RCC pipes class (light duty) with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 sand) including testing of joints etc. complete : Excavation to be paid seperataly 19.34.1 100 mm dia. Half round R.C.C. pipe 19.34.2 150 mm dia. Half round R.C.C. pipe 19.34.3 250 mm dia. Half round R.C.C. pipe 19.34.4 300 mm dia. Half round R.C.C. pipe 1065 19.35.1 Deduct for not provide C.I. manhole cover with frame for item No. 19.9.1.1 & 19.9.1.2 19.35.2 Deduct for not provide C.I. manhole cover with frame for item No. 19.9.2.1 & 19.9.2.2 19.35.3 Deduct for not provide C.I. manhole cover with frame for item No. 19.9.3.1 & 19.9.3.2 1066 19.36 Providing & Fixing of Precast RCC drain cover of size 600x 450 x70mm (thickness) with 4 holes, manufactured by using M-30 grade of concrete reinforced with 8mm dia Tor Steel @100mm c/c both ways, manufactured by vibro compaction process using joint less FRP moulds, so at to achieve shuttering finish on five faces @top face will have broom finish etc complete. 1067 19.37 Providing & Fixing of Precast RCC drain cover of size 750x600 x70mm (thickness) with 6 holes, manufactured by using M-30 grade of concrete reinforced with 8mm dia Tor Steel @100mm c/c both ways, manufactured by vibro compaction process using joint less FRP moulds, so at to achieve shuttering finish on five faces @top face will have broom finish etc complete. 1068 19.38 Providing & Fixing of Precast RCC drain cover of size 900x450 x90mm (thickness) with 8 holes, manufactured by using M-30 grade of concrete reinforced with two layers of 8mm dia Tor Steel @100mm c/c both ways, manufactured by vibro compaction process using joint less FRP moulds, so at to achieve shuttering finish on five faces @ top face will have broom finish etc complete. 1069 19.39 Providing & Fixing of Precast RCC drain cover of size 1150x400 x100mm (thickness) with 10 holes, manufactured by using M-30 grade of concrete reinforced with two layers of 8mm dia Tor Steel @100mm c/c both ways, manufactured by vibro compaction process using joint less FRP moulds, so at to achieve shuttering finish on five faces @top face will have broom finish etc complete. 1070 19.40 Supplying and fixing of FRP/GRP composite manhole cover with frame of clear opening size 900X450mm rectangular having weight of (complete unit) (weight of frame 11.7 kg + weight of cover 43.76kg ± 10%) (HD/25MT) having load bearing capacity (Point load 25MT) as per testing code BSEN 124:1994. Having lifting arrangement should have an insertion of 5mm double sealed closed key hole and high strength plastic alloy/stainless steel socketed arrangement. 1071 19.41 Supplying and fixing of FRP/GRP composite manhole cover with frame of clear opening size 450X600mm rectangular having weight of (complete unit) (weight of frame 1.84kg + weight of cover 14.2kg ± 10%) (LD/2.5MT) having load bearing capacity (Point load 2.5MT) as per testing code BSEN 124:1994. having lifting arrangement should have an insertion of 5mm double sealed closed key hole and high strength plastic alloy/stainless steel socketed arrangement. 1072 19.42 Supplying and fixing of FRP/GRP composite manhole cover with frame of clear opening size 300X300mm (square) having weight of (complete unit) (weight of frame 1.12kg + weight of cover 4.1kg ± 10%) (LD/2.5MT) having load bearing capacity (Point load 2.5MT) as per testing code BSEN 124:1994. having lifting arrangement should have an insertion of 5mm double sealed closed key hole and high strength plastic alloy/stainless steel socketed arrangement. 1073 19.43 Supplying and fixing of FRP/GRP composite manhole cover with frame of clear opening size 600mm (round) having weight of (complete unit) (weight of frame 13.6kg + weight of cover 43.1kg + - 10%) (HD/25MT) having load bearing capacity (Point load 25MT) as per testing code BSEN 124:1994. having lifting arrangement should have an insertion of 5 mm double sealed closed key hole and high strength plastic alloy/stainless steel socketed arrangement 1074 19.44 Supplying and fixing of FRP/GRP composite manhole cover with frame of clear opening size 500mm (round) having weight of (complete unit) (weight of frame 11.2kg + weight of cover 41.78kg ± 10%) (HD/25MT) having load bearing capacity (Point load 25MT) as per testing code BSEN 124:1994. Having lifting arrangement should have an insertion of 5mm double sealed closed key hole and high strength plastic alloy/stainless steel socketed arrangement 1075 19.45 Deduct for not providing and installing FRP/GRP manhole cover size 19.45.1 900mmx450mm (weight of cover 43.76kg ± 10%) 19.45.2 450mmx600mm (weight of cover 14.2kg ± 10%) 19.45.3 300mmx300mm (weight of cover 4.1kg ± 10%) 19.45.4 600mm (weight of cover 41.78kg ± 10%) 19.45.5 500mm (weight of cover 43.1kg ± 10%) 1076 19.46 Providind, laying and jointing HDPE Double Wall corrugated (DWC) pipes (excavation to be paid seperately) 19.46.1 100 mm dia to 110 mm dia 19.46.2 150 mm dia to 160 mm dia 19.46.3 200 mm dia 19.46.4 250 mm dia 19.46.5 300 mm dia 1077 21.1 Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : 21.1.1 For fixed portion. 21.1.1.1 Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC15) 21.1.1.2 Powder coated aluminium (minimum thickness of powder coating 50 micron) 21.1.1.3 Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron) 21.1.2 For shutters of doors, windows and ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately). 21.1.2.1 Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC15) 21.1.2.2 Powder coated aluminium (minimum thickness of powder coating 50 micron) 21.1.2.3 Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron) 21.1.3 Deduct for not providing EDPM rubber/neoprene gasket all around. 1078 21.2 Providing and fixing 12mm thick Pre-laminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminium doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer-in-charge. 21.2.1 Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side. 21.2.2 Pre-laminated particle board with decorative lamination on both sides. 1079 21.3 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber/ neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge. (Cost of aluminium snap beading shall be paid in basic item) : 21.3.1 With float glass panes of 4.0 mm thickness (weight not less than 10 kg/sqm) 21.3.2 With float glass panes of 5.0 mm thickness (weight not less than 12.50 kg/sqm ) 21.3.3 With float glass panes of 8 mm thickness (weight not less than 20 kg/sqm ). 1080 21.4 Add extra for providing and fixing froasted glass instead of float glass 21.4.1 With glass panes of 4.0 mm thickness (weight not less than 10 kg/sqm) 21.4.2 With glass panes of 5.0 mm thickness (weight not less than 12.50 kg/sqm ) 21.4.3 With glass panes of 8 mm thickness (weight not less than 20 kg/sqm ). 1081 21.5 Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS : 6315, having brand logo embossed on the body /plate with double spring mechanism and door weight upto 125 kg., for doors, including cost of cutting floors , embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge : 21.5.1 With stainless steel cover plate - minimum 1.25 mm thickness 21.5.2 With brass cover plate - minimum 1.25 mm thickness. 1082 21.6 Providing and fixing powder coated aluminium work (minimum thickness of powder coating 50 micron) consisting of tee/ angle sections, of approved make conforming to IS : 733 in frames of false ceiling including aluminium angle cleats with necessary C.P. brass/ stainless steel sunk screws, aluminium perimeter angles fixed to wall with stainless steel rawl plugs @ 450 mm centre to centre and fixing the frame work to G.I. level adjusting hangers 6 mm dia. with necessary cadmium plated machine screws all complete as per approved architectural drawings and direction of the Engineer-in-charge (level adjusting hangers, ceiling cleats and expansion hold fasteners to be paid for separately). 1083 21.7 Providing and fixing 6 mm dia. G.I. level adjusting hangers (upto 1200mm length), fixed to roof slabs by means of ceiling cleats made out of G.I. flat 40x3mm size 60 mm long and stainless steel expandable dash fastener of 12.5 mm dia and 50 mm long, complete as per direction of Engineer -in-charge. 1084 21.8 Providing and fixing machine moulded aluminium covering of approved pattern and design, made out of machine cut aluminium sheet and machine holed for receiving dash fastener, over expansion joints on vertical surfaces/ceiling floors, the fixing on plate in one row on one side of joint only shall be done with stainless steel dash fasteners of 8 mm dia and 75 mm long bolt including providing aluminium washers 2 mm thick and 15 mm dia, at a staggered pitch of 200mm centre to centre including drilling holes in the receiving surface and providing expandable plastic sleeves in holes etc. complete as per direction of Engineer-in-Charge : 21.8.1 Anodised aluminium sheet 2.5mm thick (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) 21.8.2 Powder coated aluminium sheet 2.5mm thick (minimum thickness of powder coating 50 micron) 1085 21.9 Filling the gap in between aluminium frame and adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete. Upto 5 mm depth and 5 mm width 1086 21.10 Extra for applying additional anodic coating AC 25 instead of AC 15 to aluminium extruded sections. For fixed portion & for shutters of doors, windows and ventilators 1087 21.11 Providing and fixing double glazed hermetically sealed glazing in aluminium windows, ventilators and partition etc. with 6 mm thick clear float glass both side having 12 mm air gap including providing EPDM gasket, perforated aluminium spacers, desiccants, sealant (Both primary and secondary sealant ) etc. as per specifications, drawings and direction of Engineer-in-Charge complete. 1088 21.12 Providing and fixing aluminium tubular handle bar 32 mm outer dia, 3.0 mm thick and length as required with SS screws etc complete as per direction of Engineer-in-Charge. 21.12.1 Anodized (AC 15 ) aluminium tubular handle bar 21.12.2 Powder coated minimum thickness 50 micron aluminium tubular handle bar. 21.12.3 Polyester powder coated minimum thickness 50 micron aluminium tubular handle bar. 1089 21.13 Providing and fixing Brass 100 mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete. 1090 21.14 Providing and fixing anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868. Minimum anodic coating of grade AC15) sub frame work for windows and ventilators with extruded built up standard tubular sections of approved make conforming to IS: 733 and IS: 1285, fixed with dash fastener of required dia and size (Dash fastener to be paid for separately). 1091 21.15 Providing and fixing aluminium casement windows fastener of required length for aluminium windows with necessary screws etc. complete. 21.15.1 Anodized (AC15) aluminium 21.15.2 Powder coated minimum thickness 50 micron aluminium. 21.15.3 Polyester powder coated minimum thickness 50 micron aluminium. 1092 21.16 Providing and fixing aluminium round shape handle of outer dia 100mm with SS screws etc. Complete as per direction of Engineer-in-Charge 21.16.1 Anodized (AC15 ) aluminium 21.16.2 Powder coated minimum thickness 50 micron aluminium 21.16.3 Polyester powder coated minimum thickness 50 micron aluminium. 1093 21.17 Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-Charge. (Only weight of grill to be measured for payment). 1094 21.18 Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double action hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-in-Charge (Door handle, lock and stopper etc.to be paid separately). 1095 21.19 Providing and fixing 50 micron thick reflective one way type heat /light control film to window/door glazing with complete accessories as per direction of Engineer-in-charge of approved brand and make. 1096 21.20 Providing and fixing 50 micron thick Frosted heat /light control film to window/door glazing with complete accessories as per direction of Engineer-in-charge of approved brand and make. 1097 21.21 Providing and fixing 25 micron thick Non reflective heat /light control film to window/door glazing with complete accessories as per direction of Engineer-in- charge of approved brand and make. 1098 21.22 Providing and fixing 12 mm thick toughened glass including all connectors and fixing accessories all complete for partitions, cubicals etc. As per direction of Engineer-in-Charge. 1099 21.24 Extra for froasted glass (with eching film) in item No. 21.22 1100 22.1 Providing and laying integral cement based treatment for water proofing on horizontal surface at all depth below ground level for under ground structures as directed by Engineer-in-Charge consisting of: (i)     Ist layer of 22mm to 25mm thick approved and specified rough stone slab over a 25mm thick base of cement mortar 1:3 (1 cement: 3 sand) mixed with water proofing compound conforming to IS: 2645 in the recommended proportion over the levelling course ( levelling course to be paid separately). Joints sealed and grouted with cement slurry mixed with water proofing compound. (ii)         2nd layer of 25mm thick cement mortar 1:3 (1 cement: 3 sand) mixed with water proofing compound in recommended proportions. (iii)        Finishing top with stone aggregate of 10mm to 12mm nominal size spreading @ 8 cudm/sqm thoroughly embedded in the 2nd layer. (with 5 years service guarantee) Using rough Kota stone. 1101 22.2 Providing and laying integral cement based treatment for water proofing on the vertical surface by fixing specified stone slab 22 mm to 25mm thick with cement slurry mixed with water proofing compound conforming to IS:2645 in recommended proportions with a gap of 20mm (minimum) between stone slabs and the receiving surfaces and filling the gaps with neat cement slurry mixed with water proofing compound and finishing the exterior of stone slab with cement mortar 1:3 (1 cement : 3 sand) 20 mm thick with neat cement punning mixed with water proofing compound in recommended proportion complete at all levels and as directed by Engineer-in-charge (with 5 years service guarantee) Using rough Kota stone. 1102 22.3 Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of : a)   Ist course of applying cement slurry @ 4.4 Kg/sqm mixed with water proofing compound conforming to IS 2645 in recommended proportions including rounding off junction of vertical and horizontal surface. b)   IInd course of 20mm cement plaster 1:3 (1 cement: 3 sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface. c)    IIIrd course of applying blown or residual bitumen applied hot at 1.7 Kg. per sqm of area. d)      IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 Kg/sqm.) (with 5 years service guarantee) 1103 22.4 Providing and Placing in position suitable PVC water stops conforming to IS:12200 for construction/ expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc. complete (with 5 years service guarantee) 22.4.1 Serrated with central bulb (225mm wide, 8- 11mm thick). 22.4.2 Dumb bell with central bulb (180mm wide, 8mm thick). 22.4.3 Kickers (320mm wide, 5mm thick). 1104 22.5 Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : a)  First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours. b)  Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. 1105 22.6 Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying : a)     After surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. b)    Laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. c)   Third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30cm on parapet wall and tucked into groove in parapet all around. 1106 22.7 Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: a)  Applying a slurry coat of neat cement using 2.75 kg/sqm. of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300mm height including cleaning the surface before treatment. b)  Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115mm size with 50% of cement mortar 1:5 (1 cement : 5 sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-Charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-Charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. c) After two days of proper curing applying a second coat of cement slurry using 2.75kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-Charge. d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement: 4 sand) admixed with water proofing compound conforming to IS: 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in- Charge: (with 5 years service guarantee) With average thickness of 120mm and minimum thickness at khurra as 65 mm. 1107 22.8 Providing and laying four courses water proofing treatment with bitumen felt over roofs consisting of first and third courses of blown bitumen 85/25 or 90/15 conforming to IS : 702 applied hot @ 1.45 Kg per square metre of area for each course, second course of roofing felt type 3 grade-I (hessian based self finished bitumen felt) and fourth and final course of stone grit 6mm and down size or pea-sized gravel spread at 6 cubic decimeter per square metre including preparation of surface but excluding grading complete with : (with five years service gurantee). Bitumen felt (hessian base) type 3 grade I conforming to IS: 1322. 1108 22.9 Providing and laying six courses water proofing treatment with bitumen felt over roofs consisting of first, third and fifth course of blown bitumen 85/25 or 90/15 conforming to IS : 702 applied hot @ 1.45, 1.20 and 1.45 Kg per square metre of area respectively, second and fourth courses of roofing felt type 3 grade I conforming to IS : 1322 (Hessian based self finished bitumen felt) conforming to IS : 1322 and sixth and final course of stone grit 6 mm and down size or pea sized gravel spread at 6 cubic dm per sqm including preparation of surface but excluding grading, complete. (With five years service gurantee). 1109 22.10 Providing and laying six courses water proofing treatment with bitumen felt over roofs consisting of first, third and fifth courses of blown or / and residual bitumen applied hot at 1.45, 1.20 and 1.70 kg per square metre of area respectively, second and fourth courses of roofing felt type 2 grade I (fibre base self finished bitumen felt) six and final courses of stone grit 6 mm and down size or pea sized gravel spread at 6cu.dm per sqm including preparation of surface, excluding grading, complete. (With five years service gurantee). 1110 22.11 Providing and laying six courses water proofing treatment with bitumen felt over roofs consisting of first, third and fifth courses of blow or/ and residual bitumen applied hot at 1.45, 1.20 and 1.70 kg per square metre of area respectively, second and fourth courses of roofing felt type 2 grade II (glass fibre base self finished bitumen felt) and sixth and final course of stone grit 6 mm and down size or pea sized gravel spread at 6 cubic dm per sqm including preparation of surface but excluding grading, complete. (With five years service gurantee) 1111 22.12 Deduct for omitting in water proofing treatment final course of spreading stone grit 6mm down size or pea sized gravel at 6 cudm per sqm. 1112 22.13 Supplying and applying bituminous solution primer on roof and or wall surface at 0.24 litre per sqm. 1113 22.14 Grading roof for receiving water proofing treatment with 22.14.1 Cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) 22.14.2 Cement mortar 1:3 (1 cement : 3 sand) 22.14.3 Cement mortar 1:4 (1cement : 4 sand) 1114 22.15 Providing and laying insitu six course water proofing treatment with APP (Atactic poly- propylene) modified Polymeric membrane over roof consisting of first coat of bitumen primer @ 0.40Kg per sqm,conforming to IS : 702, 3rd and 5th layers of roofing membrane APP modified Polymeric membrane 1.5mm thick of 2.25 Kg/sqm weight consisting of five layers prefabricated with centre core as 20micron HMHDPE film sandwiched on both sides with polymeric mix and the polymeric mix is protected on both side with 20 micron HMHDPE film. (with 5 years service guarantee) 1115 22.16 Providing and laying in situ four course water proofing treatment with APP (Atactic Polypropylene) modified Polymeric membrane over roof consisting of first coat of bitumen primer @ 0.40Kg per sqm, conforming to IS : 702, 3rd layer of roofing membrane APP modified Polymeric membrane 2.0mm thick of 3.00 Kg/sqm weight consisting of five layers prefabricated with centre core as 100micron HMHDPE film sandwiched on both sides with polymeric mix and the polymeric mix is protected on both side with 20micron HMHDPE film. (with 5 years service guarantee). 1116 22.17 Providing and laying in situ six course water proofing treatment with APP (Atactic Polypropylene) modified Polymeric membrane over roof consisting of first coat of bitumen primer @ 0.40Kg per sqm, conforming to IS : 702, 3rd and 5th layers of roofing membrane APP modified Polymeric membrane 2.0mm thick of 3.00 Kg/sqm weight consisting of five layers prefabricated with centre core as 100 micron HMHDPE film sandwiched on both sides with polymeric mix and the polymeric mix is protected on both side with 20micron HMHDPE film. (with five years service gurantee). 1117 22.18 Providing and fixing APP (Atactic Polypropylene Polymer) modified prefabricated five layer 2mm thick water proofing membrane for corrugated roof sheets, black finished reinforced with glass fibre matt consisting in longitudinal and transverse direction at 23°C as 350/300 N/ 5cm. Tear strength in longitudinal and transverse direction as 60/80N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacture of membrane. (With five years service gurantee). 1118 22.19 Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer, 3mm thick water proofing membrane, black finished reinforced with glass fibre matt consisting of a coat of bitumen primer of the membrane shall be as under:Joint strength in longitudinal and transverse direction at 23°C as 350/300 N/5cm. Tear strength in longitudinal and transverse direction as 60/80N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane : (with 5 years service guarantee) 1119 22.20 Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer 3mm thick water proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 ltr/sqm. by the same membrane manufacture of density at 23°C as 650/450N/5cm. Tear strength in longitudinal and transverse direction as 300/250N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane: (with 5 years service guarantee). 1120 22.21 Extra for covering top of membrane with Geotextile, 120gsm non woven, 100% polyester of thickness 1 to 1.25mm bonded to the membrane with intermittent touch by heating the membrane by Butane Torch as per manufactures recommendation. [for item No. 22.18 to 22.20] 1121 22.22 Water proofing treatment over Roof, Wall, Chajjas,, Balcony with fibre glass mesh and Sealer coat at leakage/ seepage area consisting of (i)   Surface preparation roughening of surface, opening cracks in ‘V’ groove in size of 5mmX10mm (WXD), filling of cracks with putty with laying fiber glass mesh, Cleaning of surface by scrubbing with steel wire/Nylon brush. Removing all dust particles and washing with adequate water to clean completely. (ii)     Providing and applying 1st coat of fibre glass mesh (minimum thicknes 70-80 micron) and two component flexible waterproof and protective modified mortar, dry powder 80% chemical 20% acrylic resin having 30% solid contents) with mix proportion of part 1 and 2 with proper mixing with laying of fiber glass mesh (of weaving size of 10X10 yarn/inch duly coated with alkaline resistant polymer). Allow the coating to air cure for minimum 2 Hrs. After two hours of 1st coat applying 2nd coat (minimum thickness 100 micron) of fibre glass mesh of with mix proporation of part 1 and 2 with proper mixing. Allow the coating to air cure for minimum 2 hrs. Consumption of two component should be acrylic resin @17.90 kg for 10 sqm area or as per manufacture instructions. (After two coats of diamond shield, surface is to be cured properly minimum for 4 hrs. before application of third coat). (iii) Providing and applying 1st coat of sealer coat 50-60 micron (single component Hight build elastomeric, fixable pure acrylic waterproofing membrane having solid content of 65%) and allow it to air cure for 4Hrs. minimum. After two hours minimum of 1st coat applying 2nd and finals coat 120-140 micron of sealer coat and allow it to air cure for 4 Hrs mimimum. Consumption of Sealer coat should be @ 5.40 kg per 10 sqm area. (iv) The treated area should be cure with water for 48 hrs. by flooding the surface. (v) The final appearance of the coating will be milky white. All above operations to be done in order.(five years guarantee) 1122 22.23 Providing water proofing treatment over Roof, Wall, Chhajjas, Balcony with Rubberized elastomeric cold applied liquid waterproofing membrane blend of special resin and rubber with more than 1300% elongation (confirming ASTM-D2370-98), at leakage/seepage area consisting of the following operation. (i)Removal of damaged waterproofing treatment if any like bituminous membrane / plaster/ brick bat koba/screeding etc. (ii) Surface preparation: Roughening of surface by scrubbing with steel wire/ Nylon brush/ Removing all dust particles and washing with adequate water to clean completely, opening of cracks in V groove in size of 5mm x 10m (WxD), filling of cracks with elastomeric creak filler/PU sealent repair of potholes and holor making on roof surface by polymer mortar with adding SBR bonding agent. (iii) Providing and applying 1st coating of rubberized elastomeric liquid membrane as primer (ratio 1:2 1 part liquid membrane and 2 part water) by brush/ Roller/ Spray having minimum thickness of 70-80 micron. Allow the coating to set in natural air for minimum 2 hrs, then put reinforcement by laying 45gsm fibre glass mesh and applying 2nd coat of rubberized elastomeric liquid membrane (Ratio: 1 part membrane and 20% water) with minimum thickness 100-120 micron. Allow the coating to set in natural air for minimum 12 hrs. (iv) Providing and applying 3rd coat of rubberized elastomeric liquid membrane (Ratio: 1 part membrane and 10% water). Total DFT (Dry film thickness) thickness after 3rd coat must be 280-300 micron and consumption in three coats @ 6.5kg for 10sqm. (v) Providing and applying 4th and 5th coat of High quality waterproof membrane in white colour, single component special synthetic resin based flexible thixotropic white color coating with excellent UV resistance (SRI - 144) with more than 300% elongation (confirming ASTM D 412-98) in ratio: 1 part membrane and 10% water thickness of 200 micron DFT in two coats, with average consumption @ 5kg per 10 sqm. After application of fourth coat let it air dry for minimum 3 hrs before application of fifth coat. (vi) The treated area must be tested for water leakage/seepage by flooding with water for 48 hrs (vii) Application of membrane coating shall be got done by authorized applicator of manufacturer. (viii) 5 years of service guarantee to be provided.All above operations to be done in order as per direction on Engineer-in-Charge. 1123 22.24 Supplying and applying fibre reinforced, UV resistant elastomeric liquid applied waterproofing & Heat reflective coating coating with PU Hybrid polymers & acrylic fibers. The coating shall resist 10 bars of water pressure as per DIN 1048 standards, with elongation of 350% as per ASTM D412 & crack bridging of upto 2.5mm conforming to ASNZ standard. The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as recommended by the manufacturer’s specification and as per the direction of Engineer-in-Charge. 1124 22.25 Supplying and applying two component elastomeric acrylic polymer modified cementitious waterproofing coating, having 80% elongation as per ASTM D412, resisting 5 bars hyrostatic pressure as per DIN 1048, reduction to rapid chloride shall be 70 as per DIN 1048, crack bridging upto 1.2mm as per ASTM 4548.5. The coating shall have food grade certificate from laboratories like CFTRI. The mixing ratio of the coating shall be 2 parts of powder & 1 part of liquid without any water addition in the mixing, etc., complete as per manufacturers specifications and as per direction of Engineer-in-Charge. 1125 22.26 Providing and applying UV Stable polyurethane liquid water proofing membrane having Sun Reflectivity Index (SRI) of 106 on top of concrete roof / Retainning wall / Old layer of bituminous surfaces / Polyurethane foam and metal surfaces in three or more coats @20kg/ 10 sqm consisting of a coat of two component epoxy primer in ratio of 1:3(one part of resin and 3 parts of hardner) at a consumption of 2kg/10sqm. the vital physical and chemical parameters shall be as under : Min Elongation at break of 600% as per ASTM D412 and tensile strength of 3.0 N/mm2 as per ASTM D412. The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as recommended by the manufacturer’s specification and direction of Engineer-in-Charge. 1126 22.27 Supplying & installing waterproofing treatment by using 1.2 mm thick HDPE membrane before casting of the base RCC slab. The pre-applied membrane gets bonded to the underneath of the poured concrete used as base slab. The membrane shall consist of a thick HDPE film, a highly aggressive pressure sensitive adhesive and weather resisting coating which bonds integrally to poured concrete of base slab. The membrane shall conforms to basement waterproofing protection to grades 2, 3 & 4 as defined in BS 8102:2009. The waterproofing membrane shall have following minimum properties: a)    Resist hydrostatic pressure of up to 70 m head of water as per ASTM D5385; b)      Puncture Resistance of 950 N (as per ASTM E154) c)      Elongation of >400 % (as per ASTM D412) d)    Peel Strength of concrete: >1500 N/m (as per ASTM D903) e)      Tensile strength of 28.2 MPA (as per ASTM D412). 1127 22.28 Providing and applying 2.0 mm thick twin colour flexible PVC waterproofing membrane. Flexibility under low temperatures as per EN 495-5 should be < - 20degC. On all horizontal surfaces Geotextile 300 Gsm to be laid over PCC, than laying PVC membrane over Geotextile and to be sealed with hot air welding method at all joints and over PVC membrane provide 300 Gsm Geotextile Then protection screed of suitable thickness. On all vertical surfaces Geotextile 300 Gsm to be laid along with Vertical wall, than laying PVC membrane over Geotextile and to be sealed with hot air welding method at all joints and over PVC membrane providing protection layer of Drain Board HDPE Dimple sheet before back filling of soil. 1128 22.29 Providing and applying waterproofing & Heat reflecting roof coating with 100% acrylic elastomeric polymers. Contains 30% Volume solid, tensile strength 8 kg/cm², crack bridging, VOC 30 ± 5 gm/ltr upto 2 mm. then applying two coats with forced coverage of 20 sqft/ltr/two coats. The operation shall be carried out after scrapping & propely clening the surface to remove loose particles with wire brush/Jet washer. Apply 1 coat @1 ltr/10 sqm & 3 undiluted coats @ 8 ltr/10 sqm with 4 hrs interval of each coat.The work shall be carried out as recommended by the manufacturer’s specification & the direction of the Engineer- in-Charge. 1129 22.30 Providing & applying crack fill paste for crack filling up to 5 mm cracks.Widen the crack by putty knife in V/U shape & apply 1st priming coat of crack fill paste diluted with water in 1:1 proportion over the crack by brush. Apply 2nd coat with filling of crack fill paste when the surface is tacky but not dried completely with putty knife & spatula.After 4 hours of application 2nd coat apply 3rd coat of Crack fill paste. The work shall be carried out as recommended by the manufacturer’s specification & the direction of the Engineer-in-Charge 1130 22.31 Providing & applying single pack component, solvent-free, cold applied, Polyurethane modified, elastomeric liquid applied waterproofing membrane- PU coat with excellent UV resistant capacity, The material shall meet the requirement as specified in ASTM D2370-98 of elongation at break of film>350% with geotextile fleece =50% approx.The work shall be carried out as recommended by the manufacturer’s specification & the direction of the Engineer- in-Charge. The product performance shall carry guaranteed for 5 year against any leakage. 22.31.1 For Horizontal surface (with Geotextile fleece) two coats without dilution & 1 Self priming coat- 50% dilution with water @ 10 kg/m2 22.31.2 For Horizontal surface (without Geotextile fleece) two coats without dilution & 1 Self priming coat- 50% dilution with water @ 10 kg/m2 1131 22.32 Providing and mixing integral crystalline admixture for water proofing treatment to RCC structures like basement raft, retaining walls, reservior, sewage & water treatment plant, tunnels / subway and Compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure. The crystalline admixture shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the Engineer-in-Charge. The product performance shall carry guarantee for 10 years against any leakage. 1132 22.33 Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc. The material shall meet the requirements as specified in ACI- 212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on positive side. The crystalline slurry shall be capable of self- healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage. 22.33.1 For vertical surface two coats @ 0.70 kg per sqm 22.33.2 For horizontal surface one coat @1.10 kg per sqm. 1133 22.34 Providing and applying integral crystalline (dry shake) of hydrophilic in nature for waterproofing treatment to the RCC structures like basement raft, foundation slab, sewage & water treatment plant slab, warehouses floor, parking structures and water tank base slab etc. crystalline dryshake shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the Engineer-in-charge. The product Performance shall carry guarantee for 10 years against any leakage. 1134 22.35 Providing and applying crystalline mortar by mixing in the ratio of 4.5 : 1 (4.5 parts crystalline mortar : 1 part water) for the treatment of faulty construction joints, cracks, tie rod holes and spalled & honeycombed surface of RCC underground structures like basement, water tanks, bridge deck etc. to ensure water tightness. The crystallie mortar shall conform to the EN 1504-3 having compressive strength Class R4 > 45 MPa and adhesive bond strength Class R3 > 1.5 MPa. The work shall be carried out all complete as per specification and the direction of the Engineer-In-Charge.The product performance shall carry guarantee for 10 years against any leakage. 22.35.1 For sealing cracks and faulty construction joints, routed out/making U-shape groove size 25x25mm and then primed the area with integral crystalline slurry @0.05kg/ running metre and while the surface is tacky filled the groove upto surface with crystalline mortar @1.50kg/ running metre. Once crystalline mortar is touch dry then finally applied two coats of integral crystalline slurry @0.05kg/running metre per coat. 22.35.2 For patching of tie rod holes, prepared tie rod hole surface and then primed the area with integral crystalline slurry @ 0.070 kg/sqm and while the surface is tacky repair and then filled the tie rod holes with crystalline mortar @ 0.040 kg per hole. The crystalline mortar should be tightly rodded into tie rod holes or packed tightly (For 25x25x25 mm tie rod hole, use 0.040 kg to fill the hole) 1135 22.36 Providing and applying of swellable type water stop tape, 19mm x 25mm thick in linear meter (expansive nature) for construction joints treatment of RCC structure such as raft slab, retaining walls, water storage tank and at the junctions of raft slab with the retaining walls etc. After cleaning the surface, one coat of required primer for swellable water stop tape shall be applied throughout the length of the joint @3.78 litre per 240 running meter. Over the primed surface swellable type water stop tape shall be placed. The work shall be carried out all complete as per specification and the direction of the Engineer-In-Charge. The product performance shall carry guarantee for 10 years against any leakage. 1136 22.37 Providing and applying waterproofing treatment in bathroom or tiled balcony area without breaking or removing tiles, by using waterproofing sheets as per manufacturers data sheet instructions. Permitting use of bathroom/balcony after 24 hours of application of treatement, Complete with materials and labour and gurantee of leakage for a period of 5 year. 1137 23.11 Providing and fixing 2 mm thick homogeneous conductive PVC (Poly Vinyl Flooring) EN (European Standard), total weight is 3250 g/m2, approx. PUR (Polyurethane Reinforced ), abrasion group P: ≤2.00 mm, residual indentation approx. 0.03 mm, anti-bacterial and fungal resistance, castor wheel test qualified, dimensional Phthalate free, directional in design.The floor finish should be termite free at the room perimeter passing over a concealed cove forming and continuing up on the wall upto 100mm.Recommended to use in area like ICU , Post operative, Recovery rooms, OPD, Patient rooms, Corridors ,passages etc. 1138 23.12 Providing and fixing permanently static dissipative pressed homogeneous conductive PVC ( Poly Vinyl Flooring) EN (European Standard), anti static, wear layer thickness is 2mm (EN429), vinyl flooring having carbon backing with total weight 3000 g/m2 ESD approved, restorable properties, available in rolls. 100% recyclable (eco - freindly). Low VOC emission after 28days of installation (lower than ≤100μg/m3), Phthalate free non-directional in Design. Recommended to use in area like Operation theater, ICU, Server room, etc. 1139 23.13 Providing and fixing 0.92mm thick hetrogeneous compact PVC (Poly Vinyl Wall Covering) for Interior wall area, with wear layer thickness 0.12mm of PVC, EN(European Standard) total weight is 1500 g/m2, approx PUR (Polyurethane Reinforced), good resistance to chemical and fire, doesn’t favour in growth of fungi and bacterial, 100% recyclable (eco-freindly), low VOC emissions after 28 days of installation (lower than ≤10μg/m3), phthalate free, directional in design, The wall finish should termite free at the room perimeter. Recommended to use in area like OT,ICU, Corridors, Patient Room etc. 1140 23.14 Providing and fixing 1.3mm thick homogeneous PVC (Poly Vinyl Wall Covering) for interior area with wear layer thickness 1.3 mm of PVC, EN (European Standard) total weight is 2100 g/m2,approx. PUR (Polyurethane Reinforced), good resistant to chemical and fire, doesn’t favour in growth of fungi and bacterial, 100% recyclable (eco-freindly), low VOC emissions after 28days of installation (lower than ≤10μg/m3), phthalate free, directional in design.The wall finish should termite free at the room. Recommended to use in area like OT.ICU,Corridors, Passages , Patient Room Etc 1141 23.15 Supply and installation of 2mm thick homogeneous vinyl flooring, Highest abrasion wear rating Group T (EN660), binder content exceeds 55% of the flooring composition, no waste technology, consisting of PVC resin, plasticizers and stabilizers, type I. flooring ( (EN ISO 23997) max 0.4%, Abrasion group (MSZ EN 660-1) T, Fire resistance EN 13501-1 BF1-s1, Slip resistance DIN 51130 R9, EN 13893 DS, electrical resistance EN 1815 <2 kv, Chemical resistance EN ISO 26987, Castor chair resistance EN ISO 4918, Hygenie Bacterial resistant, Seaming method - hot welding, finishing complete . Recommended to use in area like Operation theater, ICU, Server room, etc. 1142 24.8 Supplying and installation of moisture resistant/fire resistant 6 mm thick Heavy duty fiber cement board (High pressure steam cured) conforming to IS 14862:2000 of category III type B as per standard sizes fixed with self- drilling / taping screws. Screws shall be of counter sunk rib head of 1.60mm to 4 mm thick of 8 to 10 gauge of length varying from 25 to 45 mm. 1143 24.9 Providing and fixing thermal insulation with Resin Bonded glass wool conforming to IS: 8183, having density 48 kg/m3. 50 mm thick, wrapped in 200 G Virgin Polythene Bags fixed to wall with screw, rawl plug and washers and held and in position by crisscrossing GI wire etc. complete as per directions of Engineer-in-Charge. 24.9.1 Providing and fixing insulation with resin bonded Glass wool 24.9.2 Providing and fixing insulation with resin bonded Rock wool 1144 24.11 Providing and fixing precoatedgalvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) 0.50 mm + 0.05 %, total coated thickness with zinc coating 120 gsmlength upto 12 metre or as desired by Engineer-in- charge. The sheet shall be fixed using self-drilling /self-tapping screws of size (5.5x 55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 1145 24.12 Providing and fixing precoatedgalvanised steel sheet roofing accessories 0.50 mm + 0.05 % total coated thickness, Zinc coating 120gsm as per IS: 277 in 240 mpa steel grade, 5- 7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self-drilling/ self-tapping screws complete : 24.12.1 Ridges plain (500 - 600mm). 24.12.2 Flashings/ Aprons.( Upto 600 mm) 24.12.3 North light curves. 24.12.4 Barge board (Upto 300 mm). 24.12.5 Crimp curve 24.12.6 Gutter. (600 mm over all girth). 1146 25.1 Providing and fixing white vitreous china Anti germ Fluoro-Polymer Coated Water closet squatting pan with 100 mm sand cast Iron P and S- trap, and 7.2 liter Low level, dual flush, PP (Poly Propylene) made open slim wall hung cistern capacity 3 liter/6 liter flushing, with all fittings and fixtures complete including cutting and making good the wall and floors wherever required. 25.1.1 White Vitreous china Anti germ Fluoro-Polymer coated Orissa Pattern W. C. Pan of Size 440x575x250 mm With integral foot rests. (Premium Range) 25.1.2 White Vitreous china Anti germ Fluoro-Polymer coated Orissa pattern W. C. pan of size 410x515x255 mm with integral foot rests. (Premium Range) 1147 25.2 Providing and fixing white vitreous china pedestal type Anti germ Fluoro-Polymer Coated Water Closet with soft closing seat cover, and 7.2 litre Low level slim dual flushing, PP (Poly Propeline) made 80 mm thick concealed flushing cistern, flushing capacity 3 litre/6 litre, with all fittings and fixtures complete including cutting and making good the wall and floors wherever required. 25.2.1 Anti-germ Fluoro-Polymer Coated (nano coating) European W. C. pan size 360x545x395 mm with solid poly propelyne made soft closing seat cover (Premium Range) 25.2.2 Anti-germ Fluoro-Polymer Coated Water Closet European type W. C. pan size 360x545x395 mm with solid poly propelyne made soft closing seat cover (Premium Range) 1148 25.3 Providing and fixing white vitreous china European Wall hung Anti germ Fluoro-Polymer Coated water closet of approved shape with soft closing seat cover, and 7.2 litre Low level slim dual flushing, PP (Poly Propylene) made 80 mm thick concealed flushing cistern, flushing capacity 3 litre/6 litre, with all fittings and fixtures complete including cutting and making good the wall and floors wherever required. 25.3.1 Anti germ Fluoro-Polymer Coated (Nano coating) Wall hung water closet Size 380x520x375 mm with solid poly propelyne made soft closing seat cover (Premium Range) 25.3.2 Anti germ Fluoro-Polymer Coated (Nano coating) Wall hung water closet size 390x570x365 mm with solid poly propelyne made, soft closing seat cover (Premium Range) 25.3.3 Anti germ Fluoro-Polymer Coated (Nano coating) Wall hung water closet size 360 x 500x360 mm with solid poly propelyne made, soft closing seat cover (Premium Range) 25.3.4 Anti germ Fluoro-Polymer Coated (Nano coating) Wall hung water closet size 360x500x330 mm or greater size with solid poly propelyne made, soft closing seat cover (Premium Range) 1149 25.4 Providing and fixing white vitreous china Anti germ fluoro-polymer coated couple water closet flushing capacity 3 and 6 litre of approved shape with 15mm quarter turn angular stop cock and pvc connection pipe i/c cutting and making good the wall and floors wherever required with all fittings and fixtures etc. complete . 25.4.1 Anti germ Fluoro-Polymer Coated couple water closet Size 420x710x810 mm with solid poly propelyne made soft closing seat cover. (Premium Range) 25.4.2 Anti germ Fluoro-Polymer Coated couple water closet Size 380x610x805 mm with solid poly propelyne made soft closing seat cover. (Premium Range) 25.4.3 Anti germ Fluoro-Polymer Coated couple water closet Size 370 x 640 x 760mm with solid poly propelyne made soft closing seat cover. (Premium Range) 25.4.4 Anti germ Fluoro-Polymer Coated couple water closet Size 375 x 650 x 800 mm with solid poly propelyne made soft closing seat cover. (Premium Range) 1150 25.5 Providing and fixing white vitreous china Anti germ fluoro-polymer coated single piece W.C. dual flushing capacity 3 and 6 litre of approved shape with 15mm quarter turn angular stop cock and pvc connection pipe i/c cutting and making good the wall and floors wherever required all fittings and fixtures etc. complete. 25.5.1 Anti germ Fluoro-Polymer Coated Single Piece W.C. Pan Size 370x695x795 mm with solid poly propelyne made soft closing seat cover.(Premium Range) 25.5.2 Anti germ Fluoro-Polymer Coated Single Piece W.C. Pan Size 395x710x730 mm with solid poly propelyne made soft closing seat cover.(Premium Range) 25.5.3 Anti germ Fluoro-Polymer Coated Single Piece W.C. Pan Size 385 x 720 x 710mm with solid poly propelyne made soft closing seat cover.(Premium Range) 25.5.4 Anti germ Fluoro-Polymer Coated Single Piece W.C. Pan Size 360 x 640 x 685 mm with solid poly propelyne made soft closing seat cover.(Premium Range) 1151 25.6 Providing and fixing white vitreous china made Anti germ fluoro-polymer coated extended wall hung type couple closet along with dual flushing cistern flushing capacity 3 & 6 litre approved shape with 15mm quarter turn angular stop cock and pvc connection pipe i/c cutting and making good the wall and floors wherever required all fittings and fixtures etc. complete. 25.6.1 Anti germ Fluoro-Polymer Coated extended wall hung type couple closet Size 760X360X635mm with solid poly propelyne made soft closing seat cover (Premium Range) 25.6.2 Providing and fixing white vitreous china made Anti germ fluoro-polymer coated extended wall hung type couple closet Size 380x650x730 mm along with dual flushing cistern flushing capacity 3 & 6 litre. (Premium Range) 1152 25.7 Providing and fixing white vitreous china type Anti germ Fluoro-Polymer Coated Wash Basin with C.I. Brackets, 15 mm C. P. wall mounted pressmatic pillar cock auto closing system (decol technology), 15mm quarter turn angular stop cock, 32 mm C.P. brass made waste coupling length 130mm and 32 mm C.P. Brass Made Bottle Trap size 200x300mm fittings and fixtures complete including Painting of fittings and cutting and making good the wall and floors wherever required. 25.7.1 White Vetrious China Anti germ Fluoro-Polymer Coated Wash Basin Size 595x435x185 mm with basin mounted pressmatic pillar cock auto closing system (decol technology). (Premium Range) 1153 25.8 Providing and fixing white vitreous china type Anti germ fluoro-polymer coated counter top wash basin with 15 mm C. P. wall mounted pressmatic Pillar cock auto closing system (decol technology), 32 mm C.P. brass waste coupling length 130mm and 32 mm C.P. brass bottle trap size 200x300mm i/c cutting and making good the wall and floors wherever required all fittings and fixtures etc. complete. 25.8.1 White Vetrious China Anti germ Fluoro-Polymer Coated Wash Basin Size 570x820x195 mm with wall mounted pressmatic pillar cock auto closing system (decol technology). (Premium Range) 25.8.2 Providing and fixing white vitreous china type Anti germ fluoro-polymer coated counter top wash basin Size 570x820x195 mm with 15 mm C. P. wall mounted pressmatic Pillar cock auto closing system (decol technology). (Premium Range) 1154 25.9 Providing and fixing white vitreous china type Anti germ fluoro-polymer coated counter top wash basin with 15 mm C. P. wall mounted single lever concealed basin mixture, (cartridge size 32 mm) 32 mm C. P. brass waste coupling length 130mm and 32 mm C. P. brass bottle trap size 200x300mm i/c cutting and making good the wall and floors wherever required, all fittings and fixtures etc. complete. (Premium Range) 25.9.1 White Vetrious China Anti germ Fluoro-Polymer Coated Wash Basin Size 615x415x150mm with wall mounted single lever concealed basin mixture (cartridge size 32mm.) (Premium Range) 25.9.2 Providing and fixing white vitreous china type Anti germ fluoro-polymer coated counter top wash basin Size 600x400x185 mm with 15 mm C. P. wall mounted single lever concealed basin mixture. (Premium Range) 1155 25.10 Providing and fixing white vitreous china type Anti germ Fluoro-Polymer Coated Wash Basin with 15 mm Table mounted single lever Tall boy basin mixture, (cartridge size 32 mm) 15mm quarter turn angular stop cock, 32 mm C. P. brass made waste coupling length 130mm and 32 mm C.P. Brass Made Bottle Trap size 200x300mm fittings and fixtures complete including Painting of fittings and cutting and making good the wall and floors wherever required. 25.10.1 White Vetrious China Anti germ Fluoro-Polymer Coated Wash Basin Size 595x435x185 mm with Table mounted single lever Tall boy basin mixture, (cartridge size 32mm.) (Premium Range) 25.10.2 White vitreous china type Anti germ fluoro- polymer coated counter top wash basin Size 530x420x140 mm with tall boy basin mixture, (cartridge size 32 mm). (Premium Range) 1156 25.11 Providing and fixing white vitreous china flat back Anti germ fluoro-polymer coated urinal (Inbuilt spreaders, bottle trap and ceramic waste coupling) with 15mm brass pressmatic auto closing concealed urinal flush valve with wall flange (decol technology, 400000 operation warranted) i/c cutting and making good the wall and floors wherever required, all fittings and fixtures etc. complete . 25.11.1 White Vitreous China Anti germ Fluoro-Polymer Coated Urinal Size 340x325x650 mm. (Premium Range) 25.11.2 White Vitreous China Anti germ Fluoro-Polymer Coated Urinal Size 475x315x715 mm. (Premium Range) 25.11.3 White Vitreous China Anti germ Fluoro-Polymer Coated Urinal Size 385x325x635 mm. (Premium Range) 1157 25.12 Providing and fixing white vitreous china Flat Back Anti germ Fluoro-Polymer Coated urinal (Inbuilt spreaders, Inbuilt Bottle trap and inbuilt ceramic Waste coupling)with sensotronic concealed type flushing valve for urinal complete set with installation box with control cock complete including painting of fittings and brackets, cutting and making good the wall and floors wherever required . 25.12.1 White Vetrious China Anti germ Fluoro-Polymer Coated Urinal Size 340x325x650 mm with sensotronic concealed type flushing valve for urinal complete set with installation box with control cock. (Premium Range) 25.12.2 White Vetrious China Anti germ Fluoro-Polymer Coated Urinal size 385x325x635 mm with concealed sensotronic flushing valve for urinal complete set with installation box, (Premium Range) 1158 25.13 Providing and fixing white vitreous china Flat Back Anti germ Fluoro-Polymer Coated Urinal (Inbuilt spreaders, Inbuilt Bottle trap and inbuilt ceramic Waste coupling) with 15mm Brass made pressmatic (Decol technology, 400000 operation warranted) concealed flushing Stop cock complete including painting of fittings and brackets, cutting and making good the wall and floors wherever required . 25.13.1 White Vetrious China Anti germ Fluoro-Polymer Coated Urinal Size 480x300x740 mm with 15mm Brass made pressmatic auto closing concealed urinal flush valve with wall flange (Decol technology, 400000 operation warranted). (Premium Range) 1159 25.14 Providing and fixing white vitreous china Flat Back Anti germ Fluoro-Polymer Coated Urinal (Inbuilt spreaders, Inbuilt Bottle trap and inbuilt ceramic Waste coupling)with sensor complete including painting of fittings and brackets, cutting and making good the wall and floors wherever required. 25.14.1 White Vetrious China made Flat Back Anti germ Fluoro-Polymer Coated Urinal (Inbuilt spreaders, Inbuilt Bottle trap and inbuilt ceramic Waste coupling) Size 340x325x650 mm with sensor (Premium Range) 25.14.2 Providing and fixing white vitreous china flat back Anti germ fluoro-polymer coated Urinal size 7475x315x715 mm (Inbuilt spreaders, bottle trap and ceramic waste coupling) with inbuilt sensor for flushing. (Premium Range) 1160 25.15 Providing & Fixing 8mm thick froasted Urinal glass partition size 900x450mm brass made bracket with chrome plating. (Premium Range) 1161 25.16 Providing & Fixing 8mm thick froasted Urinal glass partition size height 900 mm top width 450mm and bottom width 300mm brass made bracket with chrome plating. (Premium Range) 1162 25.17 Providing & Fixing plain bath tub of size 180x80x47cm body made of PMMA (Poly Methyl metha acrylate) with 20mm wooden reinforcement. (Premium Range) 1163 25.18 Providing and fixing in position best Indian ( bonut size 24mm, ceramic disc size 19mm and min. body thickness 2mm, nickel plating 0.10 micron and chrome plating 0.3 micron, quarter turn) Pillar cock. (Premium Range) 1164 25.19 Providing and fixing in position best Indian ( bonut size 24mm, ceramic disc size 19mm and min. body thickness 2mm, nickel plating 0.10 micron and chrome plating 0.3 micron, quarter turn)Bib cock. (Premium Range) 1165 25.20 Providing and fixing in position best Indian ( bonut size 24mm, ceramic disc size 19mm and min. body thickness 2mm, nickel plating. 10 micron and chrome plating 0.3 micron, quarter turn) Angular stop cock. (Premium Range) 1166 25.21 Providing and fixing in position best Indian (bonut size 24mm, ceramic disc size 19mm and min. body thickness 2mm, nickel plating 0.10 micron and chrome plating 0.3 micron, quarter turn) Concealed stop cock. (Premium Range) 1167 25.22 Providing and fixing in position best Indian ( bonut size 24mm, ceramic disc size 19mm and min. nickel plating 0.10 micron and chrome plating 0.3 micron, quarter turn) Wall Mixer with 115mm bend. (Premium Range) 1168 25.23 Providing and fixing in position best Indian ( bonut size 24mm, ceramic disc size 19mm, nickel plating 0.10 micron and chrome plating 0.3 micron, quarter turn) 3-in1 Wall Mixer .(Premium Range Sanitary Ware) 1169 25.24 Providing and fixing in position best Indian C. P. brass made quarter turn (Ceramic disc Size 25mm) Flush Cock for Indian W. C. (Orissa Pan). (Premium Range) 1170 25.25 Providing and fixing in position best Indian single Lever Auto Mixing Wall Mixer (Cartridge Size 40mm, nickel plating 0.10 micron and chrome plating 0.3 micron) for Shower area use only. (Premium Range) 1171 25.26 Providing and fixing in position best Indian single Lever Auto mixing Basin Mixer (Cartridge Size 32mm, nickel plating 0.10 micron and chrome plating 0.3 micron) For Wash Basin area use only. (Premium Range) 1172 25.27 Providing and fixing in position best Indian single Lever Auto Mixing Diverter (Cartridge Size 47mm, nickel plating 0.10 micron and chrome plating 0.3 micron) for Shower area use only. (Premium Range) 1173 25.28 Providing and fixing in position best Indian C. P. brass made Spout (nickel plating 0.10 micron and chrome plating 0.3 micron). (Premium Range) 1174 25.29 Providing and fixing in position best Indian C. P. brass made Shower Arm Length 300mm (nickel plating 0.10 micron and chrome plating 0.3 micron). (Premium Range) 1175 25.30 Providing and fixing in position best Indian C. P. brass made Shower Arm Length 450mm (nickel plating 0.10 micron and chrome plating 0.3 micron).(Premium Range Sanitary Ware) 1176 25.31 Providing and fixing in position best Indian C. P. brass made Shower Arm Length 600mm (nickel plating 0.10 micron and chrome plating 0.3 micron) .(Premium Range Sanitary Ware) 1177 25.32 Providing and fixing in position best Indian shower rose 300x300mm square body and face chrome plated, brass made body, Silicon based Rubbit cleaning nozzles.(Premium Range Sanitary Ware) 1178 25.33 Providing and fixing in position best Indian shower rose 150mm dia, body and face chrome plated, brass made body, Silicon based Rubbit cleaning nozzles.(Premium Range) 1179 25.34 Providing and fixing in position best Indian shower rose 200mm dia body and face chrome plated, brass made body, Silicon based Rubbit cleaning nozzles .(Premium Range) 1180 25.35 Providing and fixing in position best Indian shower rose 240mm body and face chrome plated, brass made body, Silicon based Rubbit cleaning nozzles.(Premium Range) 1181 25.36 Providing and fixing in position best Indian (bonut size 24mm, ceramic disc size 19mm and min. body thickness 2mm, nickel plating 0.10 micron and chrome plating 0.3 micron, quarter turn) 2- way Bib Cock .(Premium Range) 1182 25.37 Providing and fixing in position best Indian Health Faucet with 8mm dia 1.20 meter long Flexible Tube and wall bracket with N. R. V. (non-return wall).(Premium Range Sanitary Ware) 1183 25.38 Providing and fixing in position best Indian Auto Closing Pillar Cockdody with 65 mm extension (with DECOL cartridge) for wash basin use. (Premium Range) 1184 25.39 Providing and fixing in position best Indian Auto Closing Bib Cock with built in control cock wihh wall flange (with DECOL cartridge) for common area use. (Premium Range) 1185 25.40 Providing and fixing in position best Indian Auto Closing Urinal valve open type with built in control cock wihh wall flange (with DECOL cartridge) for urinal use only. (Premium Range) 1186 25.41 Providing and fixing in position best Indian Auto Closing Urinal valve concealed type (with DECOL cartridge) for urinal use only. (Premium Range) 1187 25.42 Providing and fixing in position best Indian Auto Closing wall mounted Pillar Cock (with DECOL cartridge) for wash basin use only. (Premium Range) 1188 25.43 Providing and fixing in position best Indian Auto Closing 40mm Flush valve (for W. C. European and Wall Hung Type) concealed type (with DECOL technology/ cartridge). (Premium Range) 1189 25.44 Providing and fixing in position best Indian Auto Closing 40mm Dual Flow (3.0/6.0 liter) Flush valve (for W. C. European and Wall Hung Type) concealed type (with DECOL technology/ cartridge). (Premium Range) 1190 25.45 Providing and fixing in position best Indian Auto Closing 32mm, Flush valve (for W. C. European and Wall Hung Type) concealed type (with DECOL technology/cartridge). (Premium Range) 1191 25.46 Providing and fixing in position best Indian Sensotronic Sensor Faucet for Wash Basin use only. (Premium Range) 1192 25.47 Providing and fixing in position best Indian Sensotronic Sensor battery & electrical oprated type (9V transformer) Faucet For Urinal use only. (Premium Range) 1193 25.48 Providing and fixing in position best Indian Sensotronic Sensor concealed type Faucet For Wall Mounted Water Closet use only. (Premium Range) 1194 25.49 Providing and fixing in position best Indian C. P. Brass made (0.3 micron Chrome and 10 micron Nickel plated) Single Towel Rail 300 mm long. (Premium Range) 1195 25.50 Providing and fixing in position best Indian C. P. Brass made (0.3 micron Chrome and 10 micron Nickel plated) Single Towel Rail 600 mm long. (Premium Range) 1196 25.51 Providing and fixing in position best Indian C. P. Brass made (0.3 micron Chrome and 10 micron Nickel plated) Swivel Towel holder Twin Type. (Premium Range) 1197 25.52 Providing and fixing in position best Indian C. P. Brass made (0.3 micron Chrome and 10 micron Nickel plated) Single Towel Ring Square. (Premium Range) 1198 25.53 Providing and fixing in position best Indian C. P. Brass made (0.3 micron Chrome and 10 micron Nickel plated) Soap Dish Holder. (Premium Range) 1199 25.54 Providing and fixing in position best Indian C. P. Brass made (0.3 micron Chrome and 10 micron Nickel plated) Soap Dispenser with Metallic Bottle. (Premium Range) 1200 25.55 Providing and fixing in position best Indian C. P. Brass made (0.3 micron Chrome and 10 micron Nickel plated) Tumbler Holder. (Premium Range) 1201 25.56 Providing and fixing in position best Indian C. P. Brass made (0.3 micron Chrome and 10 micron Nickel plated) Toilet paper holder with Flap. (Premium Range) 1202 25.57 Providing and fixing in position best Indian C. P. Brass made (0.3 micron Chrome and 10 micron Nickel plated) Toilet Roll Holder. (Premium Range) 1203 25.58 Providing and fixing in position best Indian C. P. Brass made (0.3 micron Chrome and 10 micron Nickel plated) Glass Self-size 600mm with toughened glass (Premium Range) 1204 25.59 Providing and fixing in position best Indian C. P. Brass made (0.3 micron Chrome and 10 micron Nickel plated) Double coat Hook. (Premium Range) 1205 25.60 Providing and fixing in position best Indian C. P. Brass made (0.3 micron Chrome and 10 micron Nickel plated) Towel Rake 600 mm. (Premium Range) 1206 25.61 Providing and fixing in position best Indian C. P. Brass made (0.3 micron Chrome and 10 micron Nickel plated) W. C. Brush Holder. (Premium Range) 1207 25.62 Providing & Fixing 8mm thick froasted Urinal glass partition size 900x450mm brass made bracket with. (Premium Range) 1208 25.63 Wall Hung Basin: Providing and fixing white vitreous china type Anti germ fluoro-polymer coated wall mounted wash basin with C.I. brackets, C. P. brass single lever basin mixer, 15mm quarter turn angular stop cock, 32 mm C.P. brass waste coupling length 130mm and 32 mm C.P. brass bottle trap size 200x300mm i/c cutting and making good the wall and floors wherever required, all fittings and fixtures etc. complete . (Premium Range) 25.63.1 white Vetrious china Anti germ fluoro-polymer coated wall mounted wash basin size 620x480x185 mm. (Premium Range) 25.63.2 white Vetrious china Anti germ fluoro-polymer coated wall mounted wash basin size 570x470x190 mm. (Premium Range) 25.63.3 white Vetrious china Anti germ fluoro-polymer coated wall hung intergrated wash basin size 495x400x365 mm. (Premium Range) 25.63.4 white Vetrious china Anti germ fluoro-polymer coated wall hung intergrated wash basin size 500x440x385 mm. (Premium Range) 25.63.5 white Vetrious china Anti germ fluoro-polymer coated wall hung intergrated wash basin size 635x485x305 mm. (Premium Range) 1209 25.64 Wall Hung Basin ; Providing and fixing white vitreous china type Anti germ fluoro-polymer coated wall mounted wash basin with C.I. brackets, 15 mm C. P. brass pillar cock, 15mm quarter turn angular stop cock, 32 mm C.P. brass waste coupling length 130mm and 32 mm C.P. brass bottle trap size 200x300mm i/c cutting and making good the wall and floors wherever required, all fittings and fixtures etc. complete . (Premium Range) 25.64.1 white Vetrious china Anti germ fluoro-polymer coated wall mounted wash basin size 635x430x190 mm. (Premium Range) 1210 25.65 Providing and fixing in position best Indian, quarter turn table mounted sink mixer (bonut size 24mm, ceramic disc size 19mm and min. nickel plating 0.10 micron and chrome plating 0.3 micron). (Premium Range) 1211 25.66 Providing and fixing in position best Indian, quarter turn wall mounted sink cock (bonut size 24mm, ceramic disc size 19mm and min. nickel plating 0.10 micron and chrome plating 0.3 micron). (Premium Range) 1212 25.67 Shower Glass Cubical: Providing and fixing toughen glass shower enclosure conformed Is 2553 (part 1. 1990) or IS 14900. 2000 or IS 2835.1987 or IS 14450. 2000 with C. P. brass 5 Year warranted hardware, 19mm dia SS 304 grade stabilizer, all plastic Parts of food grade plastic and all glass shall be toughened at 700 degree Celsius and Anti lime scale treated including painting of fittings, cutting and making good the wall and floors wherever required, all fittings and fixtures etc. complete. (Premium Range) 25.67.1 Providing and fixing corner entry 6 mm toughen glass made to measurement shower enclosure size 1200mm x1200mm x 1950mm with aluminum profile on sides, shower enclosure with door sliding on both sides. (Premium Range) 25.67.2 Providing and fixing 8 mm toughen glass wall to wall sliding shower enclosure with one fixed glass and one silding door with a Towel Rod Fixed on the fixed glass size Hight:2000 mm Width: 1500mm to 2000mm. (Premium Range) 25.67.3 Providing and fixing 8 mm toughen glass made to measurement door Openable (inside/outside) shower enclosure two parts Wall to Wall enclosure with one fixed glass and openable door fixed withwall with square hardware & profile glass size Hight: 2000mm Width 800mm to 1200mm. (Premium Range) 1213 25.68 Providing and fixing 8 mm toughen glass made to measurement door Openable (inside/outside) shower enclosure two parts Wall to Wall enclosure with one fixed glass and openable door fixed with wall with square hardware & profile glass size Hight: 2000mm Width 800mm to 1200mm. (Premium Range) 1214 25.69 providing and fixing white tempered glass showerpenal with special Surface body materials tempered glass with glass special surface PVC back. ABS Movable tops Shower, 4 moveable ABS body massage jets, Hand shower with fiexible hose,Brass Sout, shelf, Thermostatic mixer with diverter, 40 cm stainless steel braided hose, Minimum water pressure required 2 bar. 1215 25.70 Thermostat Mixer : Providing and fixing in position best Indian, concealed high flow bath and shower mixer with thermostatic control cartridge (standard temperature range 15 degree c to 60 degree c, cartridge made of high performance thermostatic Polymer material with Anti scaled function). (Premium Range) 1216 25.71 Providing and fixing in position best Indian, exposed wall mounted bath and shower mixer with thermostatic control cartridge with button attachment on spout with connecting legs and wall flange ( standard temperature range 15 degree c to 60 degree c, cartridge made of high performance thermostatic Polymer material with Anti scaled function) .(Premium Range) 1217 25.72 Providing and fixing in position best indian, eko exposed shower mixer (wall mounted) with thermostatic control cartridge, 115mm long bend pipe on lower side, connecting legs and wall flange (standard temperature range 15 degree c to 60 degree c, cartridge made of high performance thermostatic Polymer material with Anti scaled function) . (Premium Range) 1218 25.73 Providing and fixing in position best Indian, exposed shower mixer (tub mounted) with thermostatic control cartridge, with button attachment on spout with straight legs (standard temperature range 15 degree c to 60 degree c, cartridge made of high performance thermostatic Polymer material with Anti scaled function). (Premium Range) 1219 25.74 Providing and fixing in position best Indian, 4 - way diverter consisting of concealed body and wall flange for multiple shower working with one shut-off position and 3 outlets for body shower, head shower and spout ( standard temperature range 15 degree c to 60 degree c, cartridge made of high performance thermostatic Polymer material with Anti scaled function). (Premium Range) 1220 25.75 Providing and fixing in position best Indian, thermostatic concealed high flow control valve with wall flange ( standard temperature range 15 degree c to 60 degree c, cartridge made of high performance thermostatic Polymer material with Anti scaled function) . (Premium Range) 1221 25.76 Medical Faucets : Providing and fixing in position best indian, single lever surgical purpose elbow action basin mounted mixer with extended Operating lever without popup waste system with 450mm long braided hoses (cartage size32mm, ceramic disc size 19mm and min. nickel plating 0.10 micron and chrome plating 0.3 micron, quarter turn). (Premium Range) 1222 25.77 Providing and fixing in position best Indian, surgical purpose elbow action pillar cock with extended Operating lever.( bonut size 24mm, ceramic disc size 19mm and min. nickel plating 0.10 micron and chrome plating 0.3 micron, quarter turn) (Premium Range) 1223 25.78 Providing and fixing in position best Indian, surgical purpose elbow action wall mounted pillar cock with extended Operating lever and wall flange. (bonut size 24mm, ceramic disc size 19mm and min. nickel plating 0.10 micron and chrome plating 0.3 micron, quarter turn). (Premium Range) 1224 25.79 Providing and fixing in position best Indian, 692mm long, satin finish C. P. Brass grab bar made of 304 grade ss i/c all nuts and screw (0.3 micron chrome and 10 micron nickel plated). (Premium Range) 1225 25.80 Providing and fixing in position best Indian, satin finish, C. P. Brass grab bar with left/right 90 degree angle, made of 304 grade ss i/c all nuts and screws. (0.3 micron chrome and 10 micron nickel plated). (Premium Range) 1226 25.81 Providing and fixing in position best Indian, C. P. Brass grab bar vertical swing, 304 grade ss made all nuts and screws. (0.3 micron chrome and 10 micron nickel plated). (Premium Range) 1227 25.82 Providing and fixing 8mm thick frosted safety glass Urinal partition size 900mm height and 450mm width, fixed with C P brass bracket of appropriate size i/c cutting and making good the wall and floors wherever required with all fittings and fixtures etc. complete.(Premium Range) 1228 27.4 Providing and fixing Stainless steel plate 304 grade of 1.50mm thick, including writing with Embossing of letters of required size including fixing at required placed with studs, screws and rawl plugs etc. compete as per direction of Engineer- in-Charge. 1229 27.5 Providing and fixing of name plate for offices name of Stainless steel plate 304 grade of 1.50mm thick, including writing with computerized vinayle sheet letters of required size including fixing at required placed with studs, screws and rawl plugs etc. compete as per direction of Engineer- in-Charge. 1230 27.6 Providing and fixing Aluminum composite panels Silver colour with matte finish, 3mm thick, (0.25mm 2.5mm and 0.25mm) sheet for name plate including writing with computerized vinayle sheet letters of required size including fixing at required placed with 1.25m Chromium plated Steel Pipe 15mm dia, compete as per direction of Engineer-in-Charge. 1231 27.7 Providing and fixing Aluminum composite panels Silver colour with matte finish, 3mm thick, (0.25mm 2.5mm and 0.25mm) sheet for name plate including writing with computerized vinayle sheet letters of required size including fixing at required placed with studs, screws and rawl plugs etc. compete as per direction of Engineer-in-Charge. 1232 27.8 Providing and fixing stainless steel English (Capital) and Hindi letters in standard pattern bellow type made with 1.20 mm thick stainless steel (ASI Grade- 304 ) Depth of letter shall not be less than 30mm and rate includes welding/soldering of joints polishing, buffing and fixing on the wall, plate and beam surface at any height with necessary nut and bolts/fastener wherever is required complete as per direction of Engineer-in-Charge. 1233 27.10 Providing and fixing of prestressed vertically casted concrete panels (both surfaces should be smooth and having grooves on both faces) of M-40 grade of concrete of size 2100x300x50 mm having minimum 4 nos of high tensile steel wire as per IS 6006:2014 of dia 3 mm placed horizontally in full length of panel with prestressed precast concrete column of M-40 grade of size 3000x150x150 mm having minimum 7 nos of high tensile steel wire as per IS 6006:2014 of dia 3 mm placed vertically in full length to erect precast boundary wall panels to height 2100 mm from GL including excavation of pit of size 750x750x900 mm in all kind of soil except rock for erection of columns and grouting the pit with M-20 grade of concrete. Manufacturing, transportation and installation at site all complete as per the direction of Engineer-in-Charge. 1234 27.11 Extra for every additional height of 0.3 m up to height of wall 3 m 1235 28.35 Providing and fixing of 3 seater stone bench made of 75mm thick stone slab finished by different numbers of ambry stone and two coats of 124 no sealer coat to prevent from weather including fixing on a pedestal (cost of pedestal to be paid separately)etc. complete as per direction of engineer in charge. Size: length 1500mm, width 600mm, legs height 500 mm, back support height 500mm. 1236 28.36 Providing and fixing of stone planter (bench) made of 75mm thick stone slab finished by different numbers of ambry stone and two coats of 124 no sealer coat to prevent from weather including fixing on a pedestal (cost of pedestal to be paid separately)etc. complete as per direction of engineer in charge. Size: length 1200mm, width 500mm, legs height 500 mm. 1237 28.37 Providing and fixing of stone table made of 75mm thick stone slab finished by different numbers of ambry stone and two coats of 124 no sealer coat to prevent from weather including fixing on a pedestal (cost of pedestal to be paid separately)etc. complete as per direction of engineer in charge. Size: length 1000mm, width 600mm, legs height 750 mm. 1238 28.38 Providing and laying C.C. pavement of mix M- 25 with ready mixed concrete from batching plant including centering and shuttering complete. The ready mixed concrete shall be laid and finished with screed board vibrator, vacuum dewatering process and finally finished by floating, with wire brush etc. complete as per specifications and directions of Engineer- in-Charge.Note: Cement content considered in this item is @ 330 kg/cum. 1239 29.1 Preparation of site plan and location plan with total station surveying showing all individual structures and features like trees, roads, culverts, nallas, electric poles, telephone poles, sewer lines, chambers, water supply lines, hand pumps, well etc. complete along with showing location of roads proposed in master plan. i/c Contours of entire area at 0.5 m. intervals using auto level, preparing of site plan in soft copy (using autocad) in suitable scale as desired by engineer-in-charge duly indicating north direction. Rate includes providing 1 digital copy and six hard copies, one print on tracing film, khasra map duly showing the land and location plan (index plan) and google image of the land. Rates are inclusive of transportation charges. (Work shall be got done through consultants duly empanelled with chief Architect MP P.W.D.) 29. 1.1 Upto 1 Hectare 29.1.2 1 Hectare to 2 Hectare 29.1.3 Add extra for each additional one Hectare or part there off 29.1.4 Excavation of trial pit of size 1.20 m X 1.20 m with minimum depth of 0.9 m and maximum depth of 3.5m as directed by the Engineer in Charge. Trial pit shall be taken at suitable location/ locations as directed by Engineer in charge and shall be indicated on the site plan showing details of soil strata. 1240 29.2 Preparation of double line plan after measurement of internal as well as external dimensions of existing buildings/structures and plotting the same in suitable scale as directed by Engineer-in-charge. 1241 29.3 Preparing of double line plan for planning of addition and alteration work after measurement of internal as well as external dimensions and details of existing door window, ventilator openings and partitions, addition /alteration done previously in buildings/structures and plotting the same separately showing sectional elevations (minimum two numbers) and all elevations along with all relevant details like doors, windows stairs etc in suitable scale as directed by Engineer-in-charge. The consultant shall also submit detailed condition survey report. 1242 29.4 Performing Plate Load Test (P.L.T.) for Determining soil bearing capacity (SBC) at site including submission of Geotechnical Report and recommending bearing capacity in accordance with IS-1888-1982 (Without Conveyance). 1243 29.5 Performing Standard Penetration Test for determining soil bearing capacity (SBC) in accordance with IS-2131-1981 and submission of Geotechnical Report on bearing capacity based on SPT in accordance with IS-6403-1981 (Without Conveyance) 1244 29.6 Transportation charges for transportation of Geotechnical testing equipments for plate load test or standard penetration test upto a distance of 100km. (upto 100km going and 100km returning from district H.Q. both way) Rates are inclusive of Loading and unloading of testing equipments and other incidental charges during both journeys to be paid only once for one set (separate for PLT or SPT) of testing. 29.6.1 Up to 100km (both way) 29.6.2 Add extra for distance beyond 100km and upto 150km. (both way) 29.6.3 Add extra for every additional km beyond 150km (both way) 1245 29.7 Preparation of detailed estimate on the basis of the working drawing supplied by the department and current SOR applicable, including computation of bill of quantities (BOQ) of material and supplying the same in six hard copies and one soft copy to the Engineer-in-Charge and if required revision of the same without any additional charges. (Work shall be got done through consultants duly empanelled with chief Architect MP P.W.D.) The estimate shall be prepared only in standard format prescribed as per appendix 14 of this SOR. 1246 29.8 Preparation of DPR including site visit to verify contours & soil reports and preparation of master plan of campus including architectural working drawings and estimates in prescribed format as per appendix 14 of this SOR to obtain AA; and there after architectural drawings for statutory approvals and detail drawings at construction stage; and as constructed drawings on completion of work the DPR. Bifurcation of professional fee payable in stages as per this item shall be in accordance with List-1, List-2 & List-3. Given in preambles of this chapter 3.All work such as preparation of DPR, working drawings, statuary drawings, details drawings and as constructed drawings shall be done by the same architect/consultant to ensure consistency in services, even if time required to complete all stages as per Activity sheet exceeds the contract period. 1247 29.9 Preparation of the structure design & drawings by a structural engineer empanelled with the Chief Architect MP PWD on the basis of architectural drawings supplied/approved by the department, in accordance with relevant codes/manuals and according to the Terms & Conditions, prescribed in Activity Sheet No-1, List-4 given in Annexure-14 appended with SOR. Design and drawing shall also include ‘Tables’ for the bar-bending schedules (BBS) and concrete/steel consumption. The design and drawing shall be submitted to the Engineer-in-Charge in six hard copies and one soft copy for execution. The payment shall be done in accordance with relevant stage in activity sheet and list. 29.9.1 First time design work 29.9.1.1 Built up area upto 500 sqm 29.9.1.2 Built up area more than 500 sqm and upto 3000 sqm 29.9.1.3 Built up area more than 3000 sqm. 29.9.2 Repetition of structural design of a structural design done by the structural himself or by any other structural engineer at different site, where S.B.C. or seismic zone is different.(only plinth area payment to be paid) 29.9.2.1 Plinth area upto 500 sqm 29.9.2.2 Plinth area more than 500 sqm and upto 3000 sqm 29.9.2.3 Plinth area more than 3000 sqm 1248 29.10 Assessment of load carrying capacity and structural soundness of existing building mainly comprising of R.C.C. structure using existing information such a existing drawing, design and footing details, if available. The consultant shall carry out destructive/non destructive testing of structure at site including site investigation which may require opening of footings by digging adjoining ground fill and restore backfill structure after testing is done. This work shall be performed by a structural engineer (proof checking) empanelled with the chief Architect MP PWD Bhopal or any government engineering college. The rate shall include all charges for labour, testing, consultation of geotechnical consultant and site visit to carry out site testing Per Sqm (built up area of wing/block of existing building where construction is proposed). 1249 29.11 Drafting structural drawing on the basis of the structural design supplied by the department in accordance with all relevant codes/manuals and as per IS: 1893- 2002 and IS: 13920-1993 with updation. The work shall include making revision/compliance if any and obtaining approval of drafting work, without any additional cost within time specified by the Engineer-in-Charge or from the competent authority. The drawings for approval shall be submitted to the Engineer- in- Charge in two hard copies (minimum size A-2) and there after fair drawings on 100 micron film along with seven copies of amonia prints (minimum size A-1) and one soft copy. Drawings shall be stamped and signed with the statement that Drafted by me as per structural design done or got done by the department. Note:- This work can be done only through a person having qualification of Diploma in civil engineering/BE (civil engineering) and having certificate in AutoCAD issued by AutoDesk or by its authorized institution.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 5
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23.
Rural Development #9666974 Technical Bid
Tender for The Chairman North Dum Dum Municipality, West Bengal, Invites E-Tender For Modification & Up-Gradation & Fitting & Fixing Of Machinery Spare Parts As Per Machine Part Number Of Municipal Vehicle No: Wb23e7585 (Compactor) As Per Specification , Items , Metal Plate For Rear Packer Support Plate , Packer Pin , Packer Bracket , Teflon Bar , Metal Channel For Outer Support Cylinder Bracket , Metal Shit For Rear Trolley , 14Mm Nut Bolt For Trolley , Packer Inner Cylinder Seal Kit , Both Side Trolley Cylinder Seal Kit , Packer Cylinder Piston , Socket Bearing , 24Mm Nut Bolt , 20Mm Nut Bolt , Cylinder Pin , Hydraulic Hose Distributor To Packer Inside Cylinder , Outer Packer Cylinder Hydraulic Hose , 10Mm Allen Key Bolt , Packer Outer Cylinder Seal Kit For Both Side , Trolley Bracket For Main Support Shaft , Support Shaf Pin , Metal Angle For Vehicle Side Guard , Metal Patti For Vehicle Side Guard , All Hydraulic Cylinder & Seal Kit Repairing - Job , Accessories Leadth Work - 1 Job , Vehicle Side Guard New - 1 Job , Hydraulic Hose Pipe Refitting - 1 Job
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 3
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24.
Agriculture #9519259 Technical Bid
Tender For Construction Of Divisional Office Building Vellore At Fsd Sevur Tamil Nadu Region (Recall).; 1 Civil ( S.No.1-96) Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared 2 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead upto 50m and for all lift as directed by Engineer-in-Charge. a) All kind of soil. 3 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. 4 Supplying and filling in plinth withsand under floors, including watering, ramming,consolidating and dressing complete. 5 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: a) 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40mm nominal size derived from natural sources) 6 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (1 cement : 2 coarse sand (zone-iii) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) 7 Treatment of soil using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With chlorpyriphos/lindane E.c. 20% with 1% concentration 8 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work;usingcoarse aggregate and fine aggregate derived from natural sources,portland pozzolana / ordinary portland /portland Slagcement,admixtures in recommended proportions as per iS: 9103 to accelerate /retard setting of concrete, to improve durability andworkabilitywithout impairing strength; including pumping of concrete to site of laying, curing,carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge;for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately.in case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 1)concrete of m30 grade withminimum cementcontent of 350 kg /cuma) All works upto plinth level 9 b)All works above plinth level upto floor V level 10 Centering and shuttering including strutting, propping etc. and removal of form for all heights.a) Foundations, footings, bases of columns. etc. for mass concrete 11 b) Lintels, beams, plinth beams, girders, bressumers and cantilevers 12 c) Suspended floors, roofs, landings, balconies and access platform 13 d) Columns, Pillars, Piers, Abutments, Posts and Struts 14 Stairs, (excluding landings) except spiral-staircases 15 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.a) Thermo-Mechanically Treated bars of grade Fe-500D or more 16 Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) 17 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : a)Cement mortar 1:6 (1 cement : 6 coarse sand) 18 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. a)Cement mortar 1:4 (1 cement :4 coarse sand) 19 12 mm cement plaster a) 1:6(1 cement: 6 fine sand) 20 15 mm cement plaster on rough side of single or half brick wall of mix: a) 1:4 (1 cement: 4 fine sand) 21 20 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand) 22 18 mm thick moulded cement mortar band in two coats under layer 12 mm thick with cement mortar 1:5 (1 cement : 5 coarse sand) top layer 6 mm thick with cement mortar 1:4 (1 cement : 4 fine sand). 23 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shades, laid on 20mm thick cement mortar 1:4 (1 cement:4 coarse sand), jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc., complete. size of the tile 600x600 mm 24 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved brand & manufacturer, in all colours & shade, laid on 20mm thick cement mortar 1:4 (1 cement: 4 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement & matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only, laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. Glazed Vitrified tiles Matt/Antiskid finish of size b) Size of Tile 600x600 mm 25 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 26 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. a)Polished Granite stone slab of colour Black, Cherry/Ruby Red or equivalent 27 Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge : 28 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturers specifications including appropriate priming coat, preparation of surface, etc. complete.a) On steel work 29 Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture 30 Polishing in high gloss/matt finish melamine clear polish on wood work in required color/ wooden shade texture with following process in the sequence as detailed below:1. The surface to be polished is rubbed with sand paper 80/120 no. and then with sand paper of 160/180 nos.2. Applying two coats of sealer with spray gun and allowing sufficient drying time for 1st coat and 2nd coat is allowed to dry for 8 to 12 hrs.3. On drying of sealer coat, wet rubbing with emery cloth of finer grading with ample water to remove excess sealer layer and make the surface further smooth after this wet rubbing, then surface is applied with special grade melamine fillers to fill all the small and big holes/ grooves etc. Filler coat to be allowed to dry for 4 to 6 hrs on which again a light wet rubbing is done this surface is further allowed to dry for 12 hrs.4. On this, 1st coat of melamine polish is applied with spray gun using melamine clear polish and melamine thinner in required proportion. This 1st coat is allowed to dry for 24 hrs then this dry surface is again fine wet rubbed smooth, which is further allowed to dry for 12 hrs. The final melamine polish is applied with compressor pressure spray gun using melamine clear polish and melamine thinner mixed in required proportion complete as per direction of Engineer-in-Charge. (Final coat to be done in 1 or 2 layers without gap of time.) 31 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 32 Finishing with Deluxe Multi surface paint system for interiors using Primer as per manufacturers specifications :Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm 33 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) 34 Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying :(a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours.(b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours.The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. 35 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding 36 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 37 Providing & fixing UV stabilised fiberglass reinforced plastic sheet roofing up to any pitch, including fixing with polymer coated ‘J’ or ‘L’ hooks, bolts & nuts 8mm dia. G.I plain/bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovigs incorporating minimum 0.3% ultra-violet stabiliser in resin system under approximately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall conform to IS 10192 and IS 12866.The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified. 2 mm thick corrugated (2.5” or 4.2” or 6”) or step-down (2” or 3” or 6” ) as specified 38 Providing and fixing factory made uPVC glazed/wire mesh windows/doors comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced withgalvanized mild steel section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and Inline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware,SS 304 grade fasteners of minimum 8 mm dia with countersunk head, comprising of matching polyamide PA6 grade sleevefor fixing frame to finished wall as perIS 1367 : Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all corners, including drilling of holes for fixing hardware and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof Silicon sealant over backer rod of approved size and quality, all complete as per approved drawing conforming to CPWD specification & direction of Engineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge. Wire mesh / Glazing of plain/ toughened/ laminated/ double glass unit with / without high performance coatings as per design requirements and conforming to IS: 3548 & IS: 16231 shall be paidseparately.Note:- Structural design proof checked from a Government Engineering Institute,to be provided by the manufacturer for : (i) Siteswith basic wind speed > 45 m/sec as per IS 875 – Part 3(ii)Sites with structure height more than 20m for all wind speeds Two track two panels sliding window with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body. Using R2 series with frame (40mm & above) x (40mm & above) & sash (25mm & above) x (50mm & above) with zinc alloy (zamak) powder coated touch locks with hook (Height upto 1.2 metre). 39 Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/Clerestory windows & other Frames/Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms)fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of58 N/mm2, modulus of elasticity 900 N/mm2 and resistance to spread offlame of Class Acategorywith property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-In- Charge. (M.S hold fast/lugs or SS dash fasteners shall be paid for separately). Note: For WPC solid door/window frames, minus 5mm tolerance indimensions i.edepth and width of profile shall be acceptable. Variation in profile dimensions on plus side shall be acceptable but no extra payment on this account shall be made. a)Frame size 50 x 125 mm 40 Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate andnatural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimumcompressive strength50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread offlame of Class Acategory with property of being termite/borer proof, water/ moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In- Charge. (Note: stainless steel butt hinges and necessary S.S screws shall be paid separately) a)35 mm thick 41 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately).Second class teak wood 42 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matchedteak 3 ply veneering with vertical grains or cross bands and face veneers on both faces ofshutters. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 43 Extra for Providing and fixing flush doors with decorative veneering instead of non decorative ISI marked flush door shutters conforming to IS: 2202 (Part I) On one side only 44 Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters. 45 Extra for providing vision panel not exceeding 0.1 sqm in all type of flush doors (cost of glass excluded) (overall area of door shutter to be measured) 46 Providng & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with: 5.5 mm thick glass panes 47 Designing, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of structural glazing (with open joints) for linear as well as curvilinear portions of the building for all heights and all levels, including: a) Structural analysis & design and preparation of shop drawings for the specified design loads conforming to IS 875 part III (the system must passed the proof test at 1.5 times design wind pressure without any failure), including functional design of the aluminum sections for fixing glazing panels of various thicknesses, aluminium cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc., structural and weather silicone sealants, flashings, fire stop (barrier)-cum-smoke seals, microwave cured EPDM gaskets for water tightness, pressure ation & drainage and protection against fire hazard including:(b) Fabricating and supplying serrated M.S. hot dip galvanised / Aluminium alloy of 6005 T5 brackets of required sizes, sections and profiles etc. to accommodate 3 Dimentional movement for achieving perfect verticality and fixing structural glazing system rigidly to the RCC/ masonry/structural steel framework of building structure using stainless steel anchor fasteners/bolts, nylon seperator to prevent bimetallic contacts with nuts and washers etc. of stainless steel grade 316, of the required capacity and in required numbers.(c) Providing and filling, two part pump filled, structural silicone sealant and one part weather silicone sealant compatible with the structural silicone sealant of required bite size in a clean and controlled factory / work shop environment , including double sided spacer tape, setting blocks and backer rod, all of approved grade, brand and manufacture, as per the approved sealant design, within and all around the perimeter for holding glass.(d) Providing and fixing in position flashings of solid aluminium sheet 1 mm thick and of sizes, shapes and profiles, as required as per the site conditions, to seal the gap between the building structure and all its interfaces with curtain glazing to make it watertight. (e) Making provision for drainage of moisture/ water that enters the curtain glazing system to make it watertight, by incorporating principles of pressure equalization, providing suitable gutter profiles at bottom (if required), making necessary holes of required sizes and of required numbers etc. complete. This item includes cost of all inputs of designing, labour for fabricating and installation of aluminium grid, installation of glazed units, T&P, scaffolding and other incidental charges including wastages etc., enabling temporary structures and services, cranes or cradles etc. as described above and as specified. The item includes the cost of getting all the structural and functional design including shop drawings checked by a structural designer, dully approved by Engineer-in-charge.The item also includes the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working structural glazing as specified, cleaning and protection till the handing over of the building for cupation. In the end, the Contractor shall provide a water tight structural glazing having all the performance characteristics etc. all complete as required, as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer- in-Charge.Note:- 2. The following performance test are to be conducted on structural glazing system if area of structural glazing exceeds 2500 Sqm from the certified boratories accreditated by NABL(National Accreditation Board for Testing and Calibration Laboratories), Department of Science & Technologies, India. Cost of testing is payable separately. The NIT approving authority will decide the necessity of testing on the basis of cost of the work, cost of the test and importance of the work. Performance Testing of Structural glazing system Tests to be conducted in the NBL Certified laboratories (1) Performance Laboratory Test for Air Leakage Test (-50pa to - 300pa) & (+50pa to +300pa) as per ASTM E-283-04 testing method for a range of testing limit 1 to 200 mVhr (2) Static Water Penetration Test. (50pa to 0pa) as per ASTME- 331-09 testing method for a range up to 2000 ml. (3) Dynamic Water Penetration (50pa to 1500pa) as per AAMA 501.01- 05 testing method for a range upto 2000 ml (4) Structural Performance Deflection and formation by static air pressure test (1.5 times desing wind pressure without any failure) as per ASTME-330-10 testing method for a range upto 50 mm (5) Seismic Movement Test (upto 30 mm) as per AAMA 501.4-09 testing method for ualitative test. Tests to be conducted on site. (6) Onsite Test for Water Leakage for a ssure range 50 kpa to 240 kpa (35psi) upto 2000 mlNote:- 2. The following performance test are to be conducted on structural glazing system if area of structural glazing exceeds 2500 Sqm from the certified boratories accreditated by NABL(National Accreditation Board for Testing and Calibration Laboratories), Department of Science & Technologies, India. Cost of testing is payable separately. The NIT approving authority will decide the necessity of testing on the basis of cost of the work, cost of the test and importance of the work. Performance Testing of Structural glazing system Tests to be conducted in the NBL Certified laboratories (1) Performance Laboratory Test for Air Leakage Test (-50pa to - 300pa) & (+50pa to +300pa) as per ASTM E-283-04 testing method for a range of testing limit 1 to 200 mVhr (2) Static Water Penetration Test. (50pa to 0pa) as per ASTME- 331-09 testing method for a range up to 2000 ml. 48 Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. including:(a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design.(b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades made out of 4mm thick aluminium composite panel material consisting of 3mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc.(c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium item.s The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places. 49 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). 50 Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double acting hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-in-charge (Door handle, lock and stopper etc.to be paid separately). 51 Extra for providing frosted glass panes 4 mm thick (weight not less than 10 kg per sqm) instead of ordinary float glass panes 4 mm thick(weight not less than 10 kg per sqm) in doors, windows and clerestory window shutters. (Area of opening for glass panes excluding portion inside rebate shall be measured). 52 Providing and fixing stainless steel fancy handle of approved make fixed with SS screws etc. complete as per direction of Engineer-in-charge.a)200 mm 53 Providing and fixing Godrej Stainless Steel Glass to Glass Round Lock 7780 complete as per direction of Engineer-incharge. 54 Providing and fixing bright finished brass butt hinges with necessary screws etc. complete : 125x85x5.5 mm (heavy type) 55 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : 250x10 mm 56 Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and pair of lever handles of approved quality with necessary screws etc. complete. 57 Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less thangrade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 58 Providing and fixing mineral fibre false ceiling tiles at all heights of size 595X595mm of approved texture, design and pattern. The tiles should have Humidity Resistance (RH) of 99%, Light Reflectance ≥ 85%, Thermal Conductivity k = 0.052 - 0.057 w/m K, Fire Performance as per (BS 476 pt - 6 &7)in true horizont al level suspended on interlocking T-Grid of hot dipped all round galvanized iron section of 0.33 mmthick (galvanized @120 gsm) comprising of main T runners of 15x32 mm of length 3000 mm, cross T of size 15x32mm of length 1200 mm and secondary intermediate cross T of size 15x32 mm of length 600 mm to form grid module of size 600x600 mm suspended from ceiling using galvanized mild steel item (galvanised@80gsm) 50 mm long 8mm outer diameter M-6 dash fasteners, 6 mm diameter fully threaded hanger rod up to 1000 mm length and L-shape level adjuster of size 85x25x2 mm, spaced at 1200 mm centre to centre along main ‘T’. The system should rest on periphery walls /partitions with the help of GI perimeter wall angle of size24x24X3000 mm made of 0.40 mm thicksheet, to be fixed to the wall with help of plastic rawl plug at 450 mm centre to centre & 40 mm long dry wall S.S. screws. The exposed bottom portion of all T-sections used in false ceiling support system shall be pre-painted with polyester baked paint, for all heights. The work shall be carried out as per specifications, drawings and as per directions of the engineer-in-charge. 59 Full ht. 75 mm. thk Solid Partitions/Semi Glazed Partitions with both side 12mm commercial plywood and 1mm thick Laminate & Providing Aluminium frame of size 50x50x1.8 mm thk (finished) comprising of horizontals and verticals at, 600 mm c/c ,vertically and horizontally fixed firmly to walls / floors / RCC roof etc. Alternate vertical members to go upto RCC ceiling and firmly fixed. Providing 8 mm thk. ISI grade plywood of approved make , finished / fixed with 1 mm thick laminate of approved make & shade fixed with adhesive , fixed on both sides of the partition framework. The laminate to be fixed with adhesive on both sides of the partition upto False ceiling level. 60 Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of followingoperations:(a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment.(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treatingsimilarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.(c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved byEngineer-in-charge.(d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer ofplaster and finally finishing the surface with trowel with neat cement slurry and making patternof 300x300 mm square 3 mm deep.(e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge : 22.7.1 With average thickness of 120 mm and minimum thickness at khurra as 65 mm. 61 Providing and fixing Heat Resistant Terrace Tiles (300 mm x 300 mm x 20 mm) with SRI (solar refractive index) > 78, solar reflection > 0.70 and initial emittance > 0.75 on waterproof and sloped surface of terrace, laid on 20 mm thick cement sand mortar in the ratio of 1:4 (1 cement : 4 coarse sand) and grouting the joints with mix of white cement & marble powder in ratio of 1:1, including rubbing and polishing of the surface upto 3 cuts complete, including providing skirting upto 150 mm height along the parapet walls in the same manner. 62 Providing & applying patterened texture work on extrenal wall with birla or equivalent brand putty on plastered surface as approved by Engineer-in-Charge, 63 Providing and fixing of FRP Security Cabin in Size of 2.5x2.5x2.5m with M.S frame structure and covered by FRP Pannel and FRP Pyramid shape Plane Roof. FRP Door thick - 20mm (6x2) With, ALdrop, Handel, & 3 Nos. SS Ingies.Inside & Outside writing Counter, Size- L-4x W-11Electrical Point- Inside &Outside Bulb Point, 1plug, 3 Switch,Cloth Hanger- 01Nos as per Engineer in Charge. 64 PLUMBING Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : A) W.C. pan with ISI marked white solid plastic seat and lid 65 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : Kitchen sink with drain board, 510x1040 mm bowl depth 225 mm 66 Providing and fixing white vitreous china laboratory sink with C.I. brackets, C.P. brass chain with rubber plug, 40 mm C.P brass waste and 40mm C.P. brass trap with necessary C.P. brass unions complete, including painting of fittings and brackets, cutting and making good the wall wherever required : (Size 600x450x200 mm) 67 Providing and fixing wash basin with C.I. brackets, 15mm C.P. brass pillar taps,32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required : White vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps. 68 Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings 69 Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. 70 Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. 71 Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6mm thick hard board backing:Oval shape 450x350mm (outer dimensions) 72 Providing and fixing toilet paper holder : C.P. brass 73 Providing and fixing bend of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete.100mm dia Sand cast iron S&S as per IS-1729 74 Providing and fixing soil,waste and vent pipes: Centrifugally cast (spun) iron socketed pipe as per IS: 3989. 75mm dia 75 Providing and fixing bend of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete.100mm dia Hubles centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905. 76 Providing and fixing bend of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete.75 mm dia Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905. 77 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. 78 Providing and fixing Chlorinated Polyvinyl (CPVC) pipes, having thermal stability for hot &cold water supply including all CPVC plain & brass threaded fittingsi/c fixing the pipe with clamps at 1.00m spacing.This includes jointing of pipes &fittings with one steps CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in charge. Concealed work including cutting chases and making good the walls etc. 20 mm nominal Inner dia Pipes 79 Providing and fixing Chlorinated Polyvinyl (CPVC) pipes, having thermal stability for hot &cold water supply including all CPVC plain & brass threaded fittingsi/c fixing the pipe with clamps at 1.00m spacing.This includes jointing of pipes &fittings with one steps CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in charge. Concealed work including cutting chases and making good the walls etc.25 mm nominal outer dia Pipes 80 Providing and fixing Chlorinated Polyvinyl (CPVC) pipes, having thermal stability for hot &cold water supply including all CPVC plain & brass threaded fittingsi/c fixing the pipe with clamps at 1.00m spacing.This includes jointing of pipes &fittings with one steps CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in charge. Concealed work including cutting chases and making good the walls etc. 32 mm nominal outer dia Pipes 81 Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. 82 Providing and placing on terrace (at all floor levels) polythylene water storage tank, IS:12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 83 Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size ) , including necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 84 EXTERNAL INFRASTRUCTUREConstruction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in Charge. a)With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 85 Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. 86 Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). Size of 100x0.375x0.20 87 Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead complete (earth measured in stacks will be reduced by 20% for payment). 88 Supplying and stacking at site dump manure from approved source, including carriage upto 5 km lead complete (manure measured in stacks will be reduced by 8% for payment) :Screened through sieve of I.S. designation 16 mm 89 Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge 90 Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately). 91 Fine dressing of the ground 92 Providing & laying Selection no. 1 doob grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same maintenance for 30 days or more till the grass establish properly,as per direction of officer in charge 93 Providing and stacking of Delonix regia (Gulmohar) of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge.v 94 Providing and stacking of Plumeria acutifolia of height 120-135 cm. with 2-3 branches in HDPE bag of size 30 cm as per direction of the officer-in-charge. 95 Providing and stacking of Bougainvillea (Variety Butiana, Lady Mary Baring, Mahara,Mohan,Scarlet Queen, Variegated, Glabra Formosa, Peruviana Odissi, Paratha, Subhra,Thimma, Spectabilis L.N Birla, Refulgens) of height 30 cm. to 45 cm. with 2-3 branches in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge 96 Washingtonia filifea palm stem ht. 90-105 cm with 6-7 healthy leaves lush green leaves well developed in big size HDPE Bag 97 Electrical ( S.No.97-211) Supplying of PVC/XLPE armoured cable with aluminium conductor 1.1KV Gradeconfirming to IS 7098 (part I)1988 with upto date amendments of the following size at the site of work3 1/2 X 120 Sq.mm 98 3 1/2 X 70 Sq.mm 99 4 X 25 Sq.mm 100 4 X 10 Sq.mm 101 Supplying and installing following size of perforated painted with powder coating M.S. cable trays with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with M.S. suspenders including bolts & nuts, painting suspenders etc as required.300 mm width X 50 mm depth X 1.6 mm thickness 102 150 mm width X 50 mm depth X 1.6 mm thickness 103 Supplying and installing following size of perforated painted with powder coating M.S. cable trays bends with perforation not more than 17.5%,, joined with connectors, suspended from the ceiling with M.S. suspenders including bolts & nuts, painting suspenders etc as required.300 mm width X 50 mm depth X 1.6 mm thickness 104 150 mm width X 50 mm depth X 1.6 mm thickness 105 Supplying and installing following size of perforated painted with powder coating M.S. cable trays Tee with perforation not more than 17.5%, joined with connectors, suspended from the ceiling with M.S. suspenders including bolts & nuts, painting suspenders etc as required.300 mm width X 50 mm depth X 1.6 mm thickness 106 150 mm width X 50 mm depth X 1.6 mm thickness 107 Providing, laying and fixing following dia G.I. pipe (medium class) in ground complete with G.I. fittings including trenching (75 cm deep)and re-filling etc as required.100 mm dia 108 Supplying and fixing of light class G.I. pipe of 100 mm dia.(nominal) 3 metres length along the pole for protection of under ground cable as required. 109 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation and refilling the trench as required but excluding sand cushioning and protective coveringUpto 35 sq. mm 110 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/ METAL pipe as required.Above 95 sq. mm and upto 185sq. mm 111 Up to 35 Sq mm 112 Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as required.Above 95 sq. mm and upto 185 sq. mm (clamped with 25/40x3mm MS flat clamp) 113 Upto 35 sq. mm (clamped with 1mm thick saddle) 114 Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 kV grade of following size on cable tray as requiredAbove 95 sq. mm and upto 185 sq. mm (clamped with 25/40x3mm MS flat clamp) 115 Above 35 sq. mm and upto 95 sq. mm (clamped with 25x3mm MS flat clamp) 116 Upto 35 sq. mm (clamped with 1mm thick saddle) 117 Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.3½ X 120 sq. mm (45mm) 118 3½ X 70 sq. mm (38mm) 119 4 X 25 sq. mm (28mm) 120 4 X 10sq. mm (25mm) 121 Supplying and fixing hot press molded SMC box of size 140x140x95 mm outside with suitable clamps to the wall/pole/truss/GI Pipe, including providing and fixing of 3 way connectors of suitable rating ,providing and fixing 6A C curve MCB, terminating the incoming and out going cables /wires (but with out end termination glands) making connections etc. as required 122 Supplying and fixing of follwing way sueface / recess mounting vertical type , 415 V , TPN MCB distribution board of sheet steel, dust protected , duly painted , inclusive of 200 A tinned copper bus bar , common neutral link , earth bar , for mounting MCBs (but without MCBs and incomer ) as required4 way ( 4 + 12 ) , Double door 123 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But withoutMCB/RCCB/Isolator)8 way (4 + 24), Double door 124 6 way (4 + 18), Double door 125 4 way (4 + 12 ), Double door 126 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.Single pole 127 Triple pole 128 Supplying and fixing following rating, four pole, 415V isolator in the existing MCB DB complete with connection , testing and commissioning etc. as required 40A 129 63 A 130 Providing and fixing following rating and breaking capacity and pole MCCb with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel making connections , etc as required100 A, 30 KA, FP MCCB 131 Supplying & fixing suitable size GI box with modular plate and cover in fornt on surface or in recess including providing and fixing 25A modular socketoutlet and 25A modular SP MCB , Ccurve includingconnections , painting etc , as required . 132 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.Group C 133 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire 134 2 X 4 sq. mm + 1 X 4 sq. mm earth wire 135 4 X 2.5 sq. mm + 2 X 2.5 sq. mm earth wire 136 4 X 4 sq. mm + 2 X 4 sq. mm earth wire 137 Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. 138 Supply and Fixing suitable size GI box with modular plate and cover in front on surface or in recess, inculing providing and fixing 3pin 5/6 A modular socket outlet and 5/6 modular swith connections etc.as required . 139 Supply and Fixing suitable size GI box with modular plate and cover in front on surface or in recess, inculing providing and fixing 6pin 5/6 A & 15/16 modular socket outlet and 5/6 modular swith connections etc.as required . 140 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.5/6 A switch 141 3 pin 5/6 A socket outlet 142 15/16 A switch 143 6 pin 15/16 A socket outlet 144 Telephone socket outlet 145 RJ45 computer socket cat 6 146 Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required.8 Module (125mm X 125mm) 147 6 Module (200mm X 75mm) 148 1 or 2 Module (75mm X 75mm) 149 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required.25 mm 150 Supplying and drawing of UTP 4 pair CAT 6 LAN Cable in the existing surface/ recessed Steel/ PVC conduit as required.1 run of cable 151 2 run of cable 152 3 run of cable 153 Supplying and drawing following pair 0.5 mm dia FRLS PVC insulated annealed copper conductor, unarmored telephone cable in the existing surface/ recessed steel/ PVC conduit as required.1 Pair 154 2 Pair 155 Earthing with G.I. earth plate 600 mm X 600 mm X 6mm thick including accessories, and Providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre longetc . With charcoal coke and salt as equired 156 Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required. 157 Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess For connections etc. as required. 158 Providing and fixing 6 SWG dia G.I. wire on surface or in recess For loop earthing along with existing surface/ recessed conduit/ submain wiring/ cable as required. 159 Earthing with copper earth plate 600 mm X 600 mm X 3mm thick including accessories, and Providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre longetc . With charcoal coke and salt as equired 160 Providing and fixing 4.00 mm dia copper wire on surface or in recess For loop earthing along with existing surface/ recessed conduit/ submain wiring/ cable as required. 161 Providing and fixing of lightning conductor finial, made of 25 mm dia 300 mm long, G.I tube, having single prong at top, with 85 mm dia 6 mm thick . base plate including holes etc. complete as required. 162 Jointing copper / G.I tape (with another copper / G.I tape, base of the final or any other metallic object ) by riveting / nut bolting / sweating and soldering etc as required 163 Providing and fixing G.I tape 20mm X 3mm thick on parapet or surface of wall For lightning conductor complete as required (For horizontal run) 164 Providing and fixing G.I tape 20mm X 3mm thick on parapet or surface of wall For lightning conductor complete as required(For vertical run) 165 Providing and fixing testing joint , made of 20 mm X 3 mm thick G.I. strip , 125mm long , with 4 Each. of G.I bolts, nuts, chuck nuts and spring washers etc. complete as required. 166 Providing and laying G.I. tape 32 mm X 6 mm from earth electrode directly in ground as required . 167 Supplying, installation, Testing and commissioning of 90W LED Street light fittingmade up of pressure die cast aluminium housing with high efficiency LEDs as lighting source and lens embedded PC cover having TOP Opening seperate driver compartment with IP66 protection and impact resistance of IK07 in the existing streetlight pole with suitable clamps and nut bolts including giving connection etc., at site of work as required 168 Supplying, installation, Testing and commissioning of 36 watt 2X2 LED flat panel recess mounting luminaire with high brightness LED as light source, suitable for Armstrong/Grid ceiling and fixing on ceiling with suitable hanging chains, clamps and nut bolts including giving connection testing etc., at site of work as required 169 Supplying, installation, Testing and commissioning of 12 watt Round surface mounted LED panel light fitting made of pressure die-cast aluminium luminaire and high translucent frosted plastic diffuser and fixing on ceiling with suitable clamps and nut bolts including giving connection etc., at site of work as required. 170 Supplying, installation, Testing and commissioning of 18 watt Round surface mounted LED panel light fitting made of pressure die-cast aluminium luminaire and high translucent frosted plastic diffuser and fixing on ceiling with suitable clamps and nut bolts including giving connection etc., at site of work as required. 171 Supplying, installation, testing andcommissioningof 20W LED T8 tubelight with Al body, PC diffuser and inbuilt driver along with Highly robust box type luminare suitable for single T8 LED tube and fixing on wall/ceiling by using necessary clamps etc., at the site of work as required 172 Supplying, installation, testing and commissioning of 20W LED tube alongwith Industrial Batten of Environmental friendly, long life, corrosion resistant, impact proof, surface mounting IP66 luminaire with PC housing & opal finish cover suitable for single T8 LED tubelight and fixing on wall/truss by using necessary clamps etc. as required 173 Supply and fixing of7W LED surface mounted LED mirror light luminarie complete and fixing on wall by using necessary clamps etc., at the site of work as required 174 Supplying, installation, Testing and commissioning of 24 watt square surface mounted LED panel light fitting made of pressure die-cast aluminium luminaire and high translucent frosted plastic diffuser and fixing on ceiling with suitable clamps and nut bolts including giving connection etc., at site of work as required. 175 Supplying, installation, Testing and commissioning of 40 watt LED 5700K Post top lantern IP65 with high power LEDs as light source and fixing on pole with suitable clamps and nut bolts including giving connection testing etc., at site of work as required 176 Supply and fixing of 10W pressure die cast aluminium housing Bulk Head LED fitting with IP66 protected withPVC unsheathed copper leads from terminals to the fitting and fixing on ceiling with suitable clamps and nut bolts including giving connection etc., at site of work as required. 177 Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CMM/W) minimum 6.85, Air delivery minimum 215 CMM, 350 RPM (tolerance as per IS : 374-2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise = 75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required. (DSR Item for BEE 5 star rated Ceiling fan with Brush Less Direct Current (BLDC) motor 178 Supplying and fixing of single phase, 230V,50Hz, 1800 rpm, 200mm dia sweep, 5 blade Exhaust fan with bird screen for protection against birds & Foreign material and fixing on the wall surface including giving connections etc. at site of work as required 179 Supply of 6 mtr high hot dipped galvanised octagonal poles with 130 mm bottom dia and 70 mm top dia made up of 3mm thick HT sheet along with base plate of size 200x200x16 mm thick along with 4 nos of M20x600 mm high J type 8 EN grade foundation bolts along with template to fix the pole to the foundation and supply of 1 mtr long hot dipped galvanised single arm bracket made up of 40NB dia GI pipe suitable to mount on pole having top 70 mm dia for mounting the street light fixture 180 Erection of metallic pole of following length in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregrate 40mm nominal size) foundation including excavation and refliing etc. as required 181 Supply, installation, testing and commissioning of following minimum capacity 4-way flow VRV/VRF Cassette Type Indoor ceiling mounted unit equipped with synthetic washable media pre-filter, fan section with low noise fan/dynamically balanced blower, multispeed motor, coil section with DX Copper coil, electronic expansion valve, outer cabinet, drain pump, grill, necessary supports, vibration isolation, cord less remote control etc., suitable for operation on single phase 230 V ± 10%, 50Hz AC supply, complete, as required. The cooling capacity of indoor unit will be at air inlet conditions of 27 Degree C DB and 19 Degree C WB temperature.1.2 TR 182 2.0 TR 183 2.8 TR 184 Supply, Installation, Testing and Commissioning of 1.5 Ton/4500 Kcal/hr, 5 Star Rating Inverter technology High wall split type Air Conditioner with minimum of 3 metre length of copper Refrigerant piping with insulation and electrical cable complete with indoor unit (IDU), Outdoor unit (ODU) suitable For 230V +10% of 50 Hz, single phase AC supply and Fixing on the wall surface including giving connections etc. at site of work as required 185 Supply Installation, Testing & Commissioning of modular type Variable Refrigerant Flow/Variable Refrigerant Volume air cooled Outdoor units suitable for cooling and heating, having all hermetically sealed inverter type Scroll Compressor(s), minimum two compressors for above 14 HP modules, microprocessor based Controller, top discharge type condensing unit(s), with R 410 A Refrigerant, vibration isolators, with suitable foundation etc. complete as required. The unit shall deliver the rated capacity at AHRI Conditions and work even at 50°C ambient temperature without tripping. The unit shall be suitable to work on 400V +/- 10%, 3 Phase, 50Hz AC power supply. The unit shall be filled with first charge of the refrigerant and ready for use as required. The COP at AHRI conditions shall not be less than 3.1 and IEER not less than 6.5. 186 Supply, Installation, testing and commissioning including vaccumiazation and Nitrogen testing of following nominal sizes of hard drawn copper refrigerant piping for VRV/VRF system, complete with fittings, with suitable adjustable ring type hanger supports, jointing/brazing including accessories, insulated with XPLE Class-O tubular insulation/with Class-O closed cell elastometric nitrile rubber tubular sleeves sections of specified thickness as given below for Suction and Liquid lines, all accessories as per specifications etc. as required19 mm dia (OD) (Hard drawn) with tube thickness 1.2mm with 19mm thick insulation 187 34.9 mm dia (OD) (Hard drawn) with tube thickness 1.62 mm with 19 mm thick insulation 188 Supply and fixing of FP sheet enclosure on surface/recess along with 63A FP C curve MCB complete with connections, testing and commissioning etc. as required 189 Design, Fabrication,Supplying, Installation, Testing and commissioning of Dust and vermin proof Cubicle type LT panel boardsuitable For 3 Phase,415V,50 Hz 4 Wire AC Supply System fabricated in compartmentalized System made out of 14 SWG CRCA Sheet Steel and painted with powder coating in approved shade and comprising of the following:Complete with aluminium busbars ofadequate capacity For Phases & neutral (min. of 250A), Suitable M.S Angle Base Frame, cable alley, interconnections control wiring, including incoming and outgoing cables connections etc as required at site of work and as directed by the Engineer in charge. 190 Design, Fabrication, Supplying, Installation, Testing and commissioning of 315A near by control box with 4 pole 315 A MCCB switch with front handleDust and vermin proof Cubicle type LT panel boardsuitable for 3 Phase,415V,50 Hz 4 Wire AC Supply System fabricated in compartmentalized System made out of 14 SWG CRCA Sheet Steel and painted with powder coating in approved shade and comprising of the following:Complete with aluminium busbars ofadequate capacity for Phases & neutral (min. of 250 A), Suitable M.S Angle Base Frame, cable alley, interconnections control wiring, including incoming and outgoing cables connections etc as required at site of work and as directed by the Engineer in charge 191 Design, Fabrication, Supply, installation, testing and commissioning of 30KVAR Automatic power factor correction panel (APFC) with 6steps of capacitor switching cubicle type, free standing, Powder coated, 14 SWG CRCA sheet steel,enclosed separate compartment For each capacitor, front operated, indoor type dust and vermin proof, hinged, lockable doors, electrolytic grade aluminium bus bars, with SMC /DMC insulator supports, Digital volt meter, Ammeter with selector switch, 6 stage Digital Automatic power factor correction,( APFC ), Auto / Manual selector switch, cluster LED typeindicators, in the incomer,complete with electrolytic grade aluminium bus bars. capacStart, Stop, push buttons, internal wiring, colour coding, ferrules, cable gland plates, Aluminium earth bus For the entire length of the panel with bonding to earth and painting,Panel mounting MS Channels, fasteners, etc., including all associated control wiring and interlocking circuitry, MV panel sensing CT interconnecting wiring etc., complete 192 Supply, Erection, testing and commisioning of 82.5KVA/66 KW Diesel Generating Set (as per the latest CPCB IV+ norms) comprising of Water Cooled, 4 cylinder Diesel engine developing minimum of 102 BHP with electric start compression ignition 4 stroke designed to run continuously at at 1500 RPM. Coupled to Alternator rated at 1500 rpm, 415 Volts, 0.8 power factor, 50 Hz, three phase supply, self-excited and self-regulated, brushless, floor mounted with ball or bearings on end shields and fuel Tank of minimum 150 Ltrs capacity with Standard Control Panel with Breaker, Batteries and Acoustic Enclosure including Transportation, loading-Unloading, UG cable laying from generator to panel, earth strips connections etc., at the site of work as required (Model should have minimum 2 year warranty) 193 Supply, Installation, Testing and Commissioning of 15kVA DOUBLE CONVERSION 3 phase input,3 phase output True Sinewave ONLINE UPS with 0.99 power factor including stand along with supply and erection of 12V/26AH SMF Batteries (30mis back up) of 30 nos.including providing necessary connections etc. complete as required 194 Supplying, fixing and testing of CO2 fire extinguisher of 4.5 kg capacity with hose and horn confirming to relevant ISI specification including fixing on suitable wall mount bracket/ clamp/ hook and nuts,bolts etc., at the site of work as required. 195 Supplying, fixing and testing of ABC Fire Extinguishers Filled with Mono Ammonium Phosphate Dry Powder of 10 kg capacity suitable For all Types of Fires confirming to relevant ISI specification including fixing on suitable wall mount bracket/ clamp/ hook and nuts,bolts etc., at the site of work as required. 196 Supplying, fixing and testing of ABC Fire Extinguishers Filled with Mono Ammonium Phosphate Dry Powder of 6 kg capacity suitable For all Types of Fires confirming to relevant ISI specification including fixing on suitable wall mount bracket/ clamp/ hook and nuts,bolts etc., at the site of work as required. 197 Supplying and fixing of MS angle fire bucket stand with 03 Each fire buckets of 10 litre capacity, at the site of work as required. 198 Supplying, installation, testing and commissioning ofsmoke detection system with minimum of 36 Each conventional type photo-electric smoke detectors, 2x1.5 sq.mm fire resistant armoured cable(red colour), 6 Each Manual Call points, 6 Each Hooters complete with 2 zone fire alarm panel etc at site of work as required 199 Supply, Installation, Testing and commissioning of 16 channel 4 SATA NVR, with 4T Hard Disk Drive 1 Each, New logical and visualized GUI design Dual-OS design to ensure high reliability of system running, ANR technology to enhance the storage reliability when the network is disconnected,Configurable normal or hot spare working mode to constitute an N+1 hot spare system Video Input and Transmission, Connectable to the third-party network cameras Compression and Recording, H.265+ compression effectively reduces the storage space by upto 75%, Full channel recording at up to 12MP resolution HD Video Output HDMI1 / VGA1 outputs provided HDMI1 Video output at up to 4K ( 3840 × 2160 ) resolution Storage and Playback, Upto 16 SATA interfaces and 1 eSATA interface For HDD connection, Support upto 10TB capacity For each HDD, Smart search For efficient playback. and smart playback to improve the playback efficiency, Supports VCA search For fire/ship/temperature /temperature difference detection triggered video files, POS inFormation overlay on live view and playback, POS triggered recording and alarm Network & Ethernet Access Hik-Connect For easy network management, 2 Gigabit Ethernet network interfaces 200 Supply ,Testing and Commissioning of 4MP Infra Red Dom Camera and fixing the same on wall/ceiling including providing necessary connections etc. complete as required 201 Supply of 8MP, Internet Protocol fixed BULLET CAMERA with following specification:●1/2.5 Progressive Scan CMOS, ● 3840 × 2160 @15 fps,2.8/4 mm fixed lens,01 lux @ (F1.2, AGC ON), 0.028 lux @(F2.0, AGC ON), 0 lux with IR, H.265+, H.265, H.264+, H.264, 2 Behaviour analyses ( Line crossing detection, intrusion detection)● Face Detection ● 120dB WDR, ● BLC/3D DNR/ROI, IP67 complied●On-board Storage -Built-in micro SD/SDHC/SDXC card slot, up to 128 GB,● Shutter Speed 1/3 s to 1/100,000 s, ● 3-Axis Adjustment Pan: 0° to 360°, tilt: 0° to 100°, ● rotate: 0° to 360°, 2.8 mm, ● horizontal FOV: 102°, vertical FOV: 53°, diagonal FOV: 124°, ●Lens Mount M12 ● IR Range I5: up to 50 m, ● Image Settings Rotate mode, saturation, brightness, contrast, sharpness adjustable by client software or web browser, ● Power Consumption and Current-12 VDC, 0.7 A, max. 7.5W PoE: (802.3af, 36V to 57V), 0.3 A to 0.2 A, max. 9W● Camera out fitted with metal housing so as to prevent the lens from damages during physical abuse 202 Supply, Installation, Testing and Commissioning of 55 smart LED TV with following specifications a) Full HD 1920 x1080 (4K monitor) b) IPS panel c) Slim back light LED module d) 900 PMI e) Triple XD engine f) Dynamic scanning g) ANRh) True colour generatori) 8modes of picture j) picture wizardIII k) Real cinema 24P l) HDMI -3Each m) USB -3Each n) Built in LAN o) Magic remotep) Dimension 1242 x 724 x 55.1min(37) 203 Supply, laying and termination of high quality Un- Armoured Optical Fiber (48 Fibers) along with the all accessories connectors, switches etc complete as required 204 Supply, fixing and termination of high quality rack mounted type patch panel with one number of 24 port switch, fixing frames, links and interconnections, necessary accessories etc., all complete as per specifications, drawings and / or as directed by the Engineer 205 Supply, fixing and termination of high quality floor mounted type 24U floor mountable powder coated Rack with 3x5A Power Manager, 1 position fan, min 1 nos of shelf, Front Glass double door with Lock & key with suitable network port switch, fixing frames, links and interconnections, necessary accessories etc., all complete as per specifications, drawings and / or as directed by the Engineer in charge 206 Supply, Installation, Testing and Commissioning of ongrid Solar Photovoltaic Power Plant conforming to MNRE specifications as amended, consisting of Mono/Poly Crystalline silicon solar cells, net metering facility, necessary protections, earthing, mounted on Aluminium/GI structure of suitable strength with followingcomponents complete as required:-a) Solar Photovoltaic Module of capacity 330 Wp or above, manufactured in India, conforming to IS 14286/IEC 61215, IS/IEC 61730-Part-1, IS/IEC 61730-Part-2. Solar Photovoltaic Module conversion efficiency shall not be less than 16.5%. PV modulesused in solar power plants/ systems must be warranted for their output peak watt capacity, which should not be less than 90% at the end of 10 years and 80% at the end of 25 years.b) Power Conditioning Unit (PCU) of 350-800 V DC Input voltage range and 400 V AC, three phase, 4 wire, 50Hz +/- 2.5 Hz, output voltage suitable to generate AC Power with efficiency not less than 97%, total harmonic distortion less than 3% and suitable for ambient temperature from 0 to 50 degree C. The PCU shall adjust thevoltage and frequency level to suit the Grid Voltage Frequency.c) Data Monitoring System complete with accessories.d) Fixing of Array junction box & Main junction box with IP 65 protection and termination arrangement for incoming and outgoing cable along with glands, lugsand other accessories etc. as required.e) Lightning and surge voltage protection.f) Connections & Interconnections by supplying & fixing required size XLPE insulated copper conductor 1.1 kV grade armoured power and control cables between solar modules, main power cable to grid supply PCU unit along with supplying & fixing of necessary channel/conduit lugs and other accessories etc. as required. 207 Supply, Erection, Testing and Commissioning of new 160 kVA, 11kV/433V, 3-Phase, 50 Hz, ONAN Cooled, Copper wound Transformer with Energy Efficient level-I, Dyn11 vector group, first fill of oil, Bushing on HT side & Cable box on LT side, off circuit tappings of +5% to -10% in steps of 2.5% with standard fittings confirming to IS 1180, including transportation of the machine from OEM factory to site, mechanized mounting of transformer in the DT structure, providing necessary cable end terminations (LV side), connection of 4 SWG copper down conductor (HV side), body and neutral earth connections, insulation resistance testing and certification of the same etc. as required 208 Providing new service connection to the Divisional Office building by preparation of drawings, coordinating with EB, deposit amount/ statutory charges to be paid to EB for supply and fixing of poles/DT structures, overhead ACSR conductors, associated accessories, including any additional works as per the instruction of EB/FCI engineer-incharge etc. as required. (Deposit Amount/Statutory Fees will be paid by FCI as per actual only) 209 Supplying and drawing of Multicore Round PVC insulated and FR PVC Round Sheathed, Copper Conductor (flexible) industrial cable, 1100 Volts, conForming to IS: 694in the existing surface/ recessed steel/ PVC conduit as required.3 x 1.5 sq. mm 210 Supply,erection and testing & commisioning of 2HP submersible pumpset in theOpen borewell of capacity of 4800 LPH @ 265Ft, max. total head of 280 Ft pumps fitted with bronze impellers and having delivery size of 40mm - 430V along with 3mts cable and manufactures standard control panel which is mandatory and as directed by the officer incharge. 211 Supply of 2m x 1m x 3mm thick corrugated rubber mat as required conforming to relevant ISI specification suitable for electrical application
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Boards / Undertakings / PSU No of Bidders 11
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25.
Public Administrative Department #9509215 Technical Bid
Tender For Construction Of The Astronomical Pavilion - HIGH MAST SHAFT Supply & fixing of 12.5 mtr High mast shaft of approved make with rising system hot dip glavanized inside & out side dip,heaving pole sheet thickness 3 mm. Top dia minium 150 mm, Bottom dia 310 mm base plate 25 mm thick suitable for wind/SOR 2018 (E-M)- 6.651 3 Supply & erection of overhead line with G.I. wire no. 8 to 4 SWG on poles/serivce bracket including binding etc. complete in all respect./SOR 2018 (E-M)- 6.628 4 Wiring of Submains with Aluminium cable using existing steel conduit, S/W of submain with two Nos. of 2.5 Sq.mm FRLSH PVC insulated 1100 V grade single core multistrand copper conductor cable in existing conduit complete with supply of all material Labour and T&P required for proper completion of the work as directed at site by Engineer In Charge./SOR 2018 (E-M)- 2.11.289 5 Supply and fixing following capacity of automatic street light cubicle control panel painted with anti corrosive alkali and acid proof paint consisting of time switch TSO 100 series with contactors, HRC fuses, isolating switch metering instrument & instrument box with CTs etc. in case of TPN, complete in all respect., 40 A TPN/SOR 2018 (E-M)- 8.807.(f) (ii) 6 Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc., 10 sq. mm 2 core/SOR 2018 (E-M)- 5.501.(b) 7 Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc., 35 sq. mm 3-1/2 core/SOR 2018 (E-M)- 5.501.(k) 8 Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc., 70 sq. mm 3-1/2 core/SOR 2018 (E-M)- 5.501.(m) 9 Supply and fixing of plain or pin type copper tin plated cable socket ( lug ) to the cable leads, insulating with tape and making connection etc. complete in all respect as per direction of the Engineer-Incharge., 10 sq. mm/SOR 2018 (E-M) (Labour Rate)- 5.504.(c) 10 Supply and fixing of plain or pin type copper tin plated cable socket ( lug ) to the cable leads, insulating with tape and making connection etc. complete in all respect as per direction of the Engineer-Incharge., 25 sq. mm/SOR 2018 (E-M) (Labour Rate)- 5.504.(e) 11 Supply and fixing of plain or pin type copper tin plated cable socket ( lug ) to the cable leads, insulating with tape and making connection etc. complete in all respect as per direction of the Engineer-Incharge., 50 sq. mm/SOR 2018 (E-M) (Labour Rate)- 5.504.(g) 12 Supply and fixing of plain or pin type copper tin plated cable socket ( lug ) to the cable leads, insulating with tape and making connection etc. complete in all respect as per direction of the Engineer-Incharge., 16 sq. mm/SOR 2018 (E-M) (Labour Rate)- 5.504.(d) 13 S/B of earth rod 20mm dia into 2.5mtr long including G.I. wire 7/16 SWG to connect earth rod to earth clamp on pole 3.00 mtr long steel conduit to carry earth wire along the pole. For singel support ANNEXURE 6 - SL NO. 17/- DSR 2022 (E/M)-251 14 S/F of 6 Amp to 32 Amp. SPMCB (10KA) C curve complete in all respect as per direction of Engineer-in-charge. SI No. 1002/18. CAT-A./- DSR 2018 (E/M)-1002 15 ( Incoming 200 Amp. TPN-1 No Outgoing 100 Amp. TNP-2 Nos. Cat. B. Cubicle Type PWD SI No : 802 (a) Supply and erection of factory fabricated and wired metal clad dust and vermin proof floor mounting panel TPN switch board complete with the following HRC type heavy duty TPN fuse switches with fuses and instrument chamber etc. complete in all respects. The instrument chamber shall be separate and shall comprise of flush type ammeter, voltmerer, selector switches for ammeter and voltmeter, instrument fuses, current transormer etc. The board shall have suitable capacity electroytic alumininum busbars as per IS8623 istulate with heat shrink sleeving and mountend on non hygroscopic supports such as CMC/DMC support with deteachable side covers and shall be suitable for extension on the sides. The switches shall be complete with suitable cable end boxes, reverse entery boxes in case of pedestaal type, cable sockets, compression glands and indicating lamp on incoming etc. The job includes the grounting of the board as per direction of Engineer-in-Charge. All coutgoing switches of 100 Amp. and above will be provided with ampere metre current transformers and selector switches and instrument fuses etc. The switches board shall be fabricated with CRCA sheet with a minimum thickness of 1.6 mm/2 mm. Cubicle type switch board shall be of cat A B & B-II and pedestal type for Cat-B and C only. ( Incoming 200 Amp. TPN-1 No Outgoing 100 Amp. TNP-2 Nos. Cat. B. Cubicle Type PWD SI No : 802 (a)/- PWD SI No : 802 (a) 16 Supply and burring of Safe Earthing Electrode T-19 (Hot Dip Galvanized), Length up to 2000mm, outer pipe 50mm, inner pipe 25, terminal Dia 12 mm, outer GI pipe of 16 swg and inner GI pipe of 12 swg with Hot Dip Galvanization up to 100 micron filled with crystalline conductive mixture (CCM) having anti corrosive & conductive property with 50 kgs activated soil (BFC) capable of reducing the soil resistivity with good mixture of retaining capacity along with 30cm square C.I. frame with hinged cover & masonry husing (from electrode terminal to switch board, cost of 25 x 3 G.I . strip will be extra) Make: As approved in U.P. P.W.D., & C.P.R.I. Certified. PWD SI No :725 (A)/- U.P. P.W.D., & C.P.R.I. Certified. PWD SI No :725 (A) 17 Supply and Laying of 63 mm dia (OD-63 mm & ID-51 mm nominal) DWC HDPE Pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to 14930, Part II complete with fitting and cutting, jointing etc. direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc. complete as required. 33.01 (Jal Nigam Varanasi SOR) 63mm dia HDPE Pipe PN-6: ClassPE-100/- 33.01 (Jal Nigam Varanasi SOR). 18 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required., Group A/DSR 2022 E-M- 1.1.1 19 Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required., 2X1.5 sq. mm + 1 X 1.5 sq. mm earth wire/DSR 2022 E-M- 1.7.1 20 Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required., 2 X 2.5 sq. mm + 1X2.5 sq. mm earth wire/DSR 2022 E-M- 1.7.2 21 Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required., 2 X 4 sq. mm + 1 X 4 sq. mm earth wire/DSR 2022 E-M- 1.7.3 22 Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required., 2 X 16 sq. mm + 1 X 6 sq. mm earth wire/DSR 2022 E-M- 1.7.6 23 Supplying and drawing co-axial TV cable RG-6 grade, 0.7 mm solid copper conductor PE insulated, shielded with fine tinned copper braid and protected with PVC sheath in the existing surface/ recessed steel/ PVC conduit as required./DSR 2022 E-M- 1.19 24 Supplying and drawing following pair 0.5 mm dia FRLS PVC insulated annealed copper conductor, unarmored telephone cable in the existing surface/ recessed steel/PVC conduit as required., 1 Pair/DSR 2022 E-M- 1.18.1 25 Supplying and fixing suitable size Gl box with modular plate and cover in front on surface or in recess, including providing and fixing 2 nos. 3 pin 5/6 A modular socket outlet and 2 nos. 5/6 A modular switch, connections etc. as required. (For light plugs to be used in non residential buildings)./DSR 2022 E-M- 1.56 26 Supplying & fixing suitable size Gl box with modular plate and cover in fronton surface or in recess including providing and fixing 25 A modular socket outlet and 25 A modular SP MCB, C curve including connections, painting etc. as required./DSR 2022 E-M- 1.57 27 Supplying and fixing PVC batten/ angle holder including connections etc. as required./DSR 2022 E-M- 1.58 28 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required., 5/6 A switch/DSR 2022 E-M- 1.24.1 29 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required., 2 way 5/6 A switch/DSR 2022 E-M- 1.24.2 30 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required., Telephone socket outlet/DSR 2022 E-M- 1.24.6 31 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required., TV antenna socket outlet/DSR 2022 E-M- 1.24.7 32 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required., Bell push/DSR 2022 E-M- 1.24.8 33 Supplying and fixing following size/ modules, Gl box along with modular base & cover plate for modular switches in recess etc. as required., 1 or 2 Module (75mmX75mm)/DSR 2022 E-M- 1.27.1 34 Supplying and fixing following size/ modules, Gl box along with modular base & cover plate for modular switches in recess etc. as required., 3 Module (100mmX75mm)/DSR 2022 E-M- 1.27.2 35 Supplying and fixing following size/ modules, Gl box along with modular base & cover plate for modular switches in recess etc. as required., 4 Module (125mmX75mm)/DSR 2022 E-M- 1.27.3 36 Supplying and fixing following size/ modules, Gl box along with modular base & cover plate for modular switches in recess etc. as required., 6 Module (200mmX75mm)/DSR 2022 E-M- 1.27.4 37 Supplying and fixing following size/ modules, Gl box along with modular base & cover plate for modular switches in recess etc. as required., 8 Module (125mmX125mm)/DSR 2022 E-M- 1.27.5 38 Supplying and fixing following size/ modules, Gl box along with modular base & cover plate for modular switches in recess etc. as required., 12 Module (200mmX150mm)/DSR 2022 E-M- 1.27.6 39 Supplying and fixing following Modular base & cover plate on existing modular metal boxes etc. as required., 1 or 2 Module/DSR 2022 E-M- 1.28.1 40 Supplying and fixing following Modular base & cover plate on existing modular metal boxes etc. as required., 3 Module/DSR 2022 E-M- 1.28.2 41 Supplying and fixing following Modular base & cover plate on existing modular metal boxes etc. as required., 4 Module/DSR 2022 E-M- 1.28.3 42 Supplying and fixing following Modular base & cover plate on existing modular metal boxes etc. as required., 6 Module/DSR 2022 E-M- 1.28.4 43 Supplying and fixing following Modular base & cover plate on existing modular metal boxes etc. as required., 8 Module/DSR 2022 E-M- 1.28.5 44 Supplying and fixing following Modular base & cover plate on existing modular metal boxes etc. as required., 12 Module/DSR 2022 E-M- 1.28.6 45 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required., 20 mm/DSR 2022 E-M- 1.21.1 46 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required., 32 mm/DSR 2022 E-M- 1.21.3 47 CEILING FANS Supply of Ceiling Fans with fan motor of A.C Permanent insulation, capacitor rating conforming BEE 5 Star rating and IS:374/79 and also comply with IS:1709/1984 with latest amendment. The rated voltage 220/240 volts, 50Hz, 1-ph AC. The fan assembly should consist of down rod blades, shackle canopies etc and with double ball bearing system., BEE 5 Star rated - 1200mm sweep/SOR 2018 (E-M)- 15.1501.(i) 48 Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required./DSR 2022 E-M- 1.26 49 Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required./DSR 2022 E-M- 1.33 50 Supplying and fixing call bell/ buzzer suitable for single phase, V, complete as required./DSR 2022 E-M- 1.38 51 Installation .Testing, Commissioning of wall bracket /ceiling fittings of all sizes and shapes containing up to two GLS/CFL/LED lamps per fitting, complete with all accessories including connections etc. as required./DSR 2022 E-M- 1.35 52 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/lsolator), 4 way (4 + 12), Double door/DSR 2022 E-M- 2.4.1 53 Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/lsolator), 16 way, Double door/DSR 2022 E-M- 2.3.4 54 Supplying and fixing following rating, double pole, the existing MCB DB complete with connections, testing and commissioning etc. as required., 40 A/DSR 2022 E-M- 2.12.1 55 Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required., 63 A/DSR 2022 E-M- 2.13.2 56 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required., Single pole/DSR 2022 E-M- 2.10.1 57 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required./DSR 2022 E-M- 2.11 58 Earthing with G.l. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required./DSR 2022 E-M- 5.2 59 Earthing with G.l. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. (but without charcoal/ coke and salt) as required./DSR 2022 E-M- 5.3 60 Supplying and laying 25 mm X 5 mm G.l. strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.l. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.l. nut bolt & spring washer spaced at 50mm)/DSR 2022 E-M- 5.9 61 Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing./DSR 2023- 10.18 62 Supply & erection of AC 230/250 volts 50 hz Exhaust fans including provding nut bolts mounting frame and other accessories including connection etc complete as required as per direction of E /I make:- Havells / Cromption / USHA.300 mm Sweep 900 RPM/- M.R.27 63 Supply & fixing of following white RJ 45 cat 6 data outlet / information outlet ETL verified to meet exceed TIA / ETA/- M.R.28 64 Supply & fixing of following Telephone outlet/- M.R.29 65 Supply of LED Tube Light with batten suitable for up to 1X22 watt LED tube light fitting complete, including tube on surface complete in all respect.1 X 22 W/- M.R.31 66 Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead complete (earth measured in stacks will be reduced by 20% for payment)./DSR - 2020 (Horticulture)- 2.2 67 Extra for levelling & neatly dressing of disposed soil completely as directed by Engineer-in-Charge./DSR 2023- 2.36 68 Supplying and stacking of well decayed cattle manure at site including royalty and carriage upto 5 k.m.lead complete (Cattle manure measured in stacks will reduced by 8% for Payment)./DSR - 2020 (Horticulture)- 2.25 69 Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge/DSR - 2020 (Horticulture)- 2.9 70 Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately)./DSR - 2020 (Horticulture)- 2.8 71 Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly levelling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or / and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure)./DSR - 2020 (Horticulture)- 2.1 72 Rough dressing the trenched ground including breaking clods./DSR - 2020 (Horticulture)- 2.5 73 Fine dressing of the ground./DSR - 2020 (Horticulture)- 2.7 74 Providing & laying Selection no. 1 doob grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same maintenance for 30 days or more till the grass establish properly,as per direction of officer in charge/DSR - 2020 (Horticulture)- 2.34 75 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge., All kinds of soil/DSR 2023- 2.6.1 76 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :, 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)./DSR 2023- 4.1.8 77 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement, All works upto plinth level, Concrete of M25 grade with minimum cement content of 330 kg /cum/DSR 2023- 5.33.1.1 78 Centering and shuttering including strutting, propping etc. and removal of form for :, Foundations, footings, bases of columns, etc. for mass concrete/DSR 2023- 5.9.1 79 Applying stamping finish to the top surface of freshly laid plain / reinforced cement concrete of specified grade in portico, side walks, drive ways, pool decks and open yard as per direction of the Engineer-in-Charge. * The concrete shall be placed and screened to the finished grade and floated to the uniform surface by using standard finishing techniques. approved color hardener @ 2.7 kg/sqm shall be applied evenly to the surface of the fresh concrete by the dry shake method by sprinkling in twoor more shakes floated after each shake and trowel only after final floating. The approved released agent @ 0.113 Kg/Sqm shall be applied evenly to the trowelled surface before stamping or the said release agent can be applied to the flexible polyurethene stamp moulds of approved design and in required sizes to achieve final stamping pattern. These stampings shall be placed on the surface of concrete in three to four pieces at a time and tapped gently with rammers of sufficient size and weight to leave proper stamp marks and the process repeated for the remaining concrete surface till the whole surface to be stamped is completed within the time while the concrete is in plastic stage of setting. * After stamping, the curing shall be done as per manufacturers specifications. After initial curing the imprinted joints shall be grouted using cement slurry mixed with color hardener as per the requirement. The surface shall be sealed by applying acrylic based sealer not less than 0.167 litre/Sqm on finished surface. * The construction joints shall be provided by grove cutting of size 4 mm x 20 mm in panel size 3 m x 3 m or lesser as per the site conditions and filling the same with 10 mm baker rod and providing & laying (PU) Polyurethane based joint sealer of approved make as per manufacturer’s specifications and finished by applying polyurethene resin based topprotective clear coat of minimum 80 micron applied with rollers on properly cured and dry clean surface. (The cost of concrete for flooring is not included in the item, which shall be paid for seperately)./DSR 2023- 26.83 80 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :, Cement mortar 1:6 (1 cement : 6 coarse sand)/DSR 2023- 6.4.2 81 12 mm cement plaster of mix :, 1:4 (1 cement: 4 coarse sand)/DSR 2023- 13.4.1 82 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete./DSR 2023- 13.80 83 Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour., Distempering (Two coat) with oil bound distemper of approved brand and manufacture & of required shade on undecorated wall surface to give an even shade over & including a priming coat with cement primer of approved brand & manufacture such as Berger, J&N, Shalimar, Asian paints after thoroughly brushing the surface free from mortar droppings & other foreign matters & also including preparing the surface even with plaster of paris or approved synthetic material & sand papered smooth including cost ofall materials. (For Internal wall surface)/DSR 2023- 13.82.2 84 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete., Fixed to openings /wooden frames with rawl plugs screws etc./DSR 2023- 9.48.2 85 Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), including the cost of required centering, shuttering complete., 1:1½:3 (1 Cement : 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)./DSR 2023- 4.6.1 86 Mild steel or iron work in plain work such as in R.C.C. or R.B. (when not included in an over all rates ) including bending for proper completion of the work and including supply of steel and its wastage , bends, hooks and authorised overlaps shall be measured up to floor two level. (SI No. 504) (Sanction Rate)/- SI 504 87 Providing & fixing of Dustbin made in mild steel frame with painting & polish and frame wooden member fixed in m.s. frame including painting polishing as per drawing & design all complete in direction of engineer in charge. PSR/- PSR 4394.77 88 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :, 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)/DSR 2023- 5.1.2 89 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :, 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)/DSR 2023- 5.2.2 90 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources)./DSR 2023- 5.3 91 Centering and shuttering including strutting, propping etc. and removal of form for :, Lintels, beams, plinth beams, girders, bressumers and cantilevers/DSR 2023- 5.9.5 92 Centering and shuttering including strutting, propping etc. and removal of form for :, Columns, Pillars, Piers, Abutments, Posts and Struts/DSR 2023- 5.9.6 93 Centering and shuttering including strutting, propping etc. and removal of form for :, Stairs, (excluding landings) except spiral-staircases/DSR 2023- 5.9.7 94 Centering and shuttering including strutting, propping etc. and removal of form for :, Suspended floors, roofs, landings, balconies and access platform/DSR 2023- 5.9.3 95 Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources)./DSR 2023- 4.10 96 Providing and applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil./DSR 2023- 4.13 97 Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying: (a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. (d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately. For the purpose of measurement the entire treated surface will be measured./DSR 2023- 22.6 98 Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/ window/ Ceosetory windows & other Frames/ Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2, modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/ borer proof, water/ moisture proof and fire retardant and fixed in position with M.S hold fast/ lugs/ SS dash fasteners of required dia and length complete as per direction of Engineer-In- Charge. (M.S hold fast/ lugs or SS dash fasteners shall be paid for separately). Note: For WPC solid door/ window frames, minus 5mm tolerance in dimensions i.e depth and width of profile shall be acceptable. Variationin profile dimensions on plus side shall be acceptable but no extra payment on this account shall be made., Frame size 65 x 100 mm/DSR 2023- 26.86.5 99 Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/ moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In- Charge. (Note: stainless steel butt hinges and necessary S.S screws shall be paid separately), 30 mm thick/DSR 2023- 26.87.1 100 Providing and fixing factory made uPVC glazed/wire mesh windows/doors comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced with galvanized mild steel section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and Inline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8 mm dia with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367 : Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all corners, including drilling of holes for fixing hardware and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod pf approved size and quality, all complete as per approved drawing conforming to CPWD specification & direction of Engineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge. Wire mesh / Glazing of plain/ toughened/ laminated/ double glass unit with / without high performance coatings as per design requirements and conforming to IS: 3548 & IS:16231 shall be paid separately. Note:- Structural design proof checked from a Government Engineering Institute, to be provided by the manufacturer for: (i) Sites with basic wind speed > 45 m/sec as per IS 875 - Part 3 (ii) Sites with structure height more than 20m for all wind speeds., Two track two panels sliding window with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body., Two track four panels sliding windows with Aluminium channel for roller track, wool pile, zinc alloy (zamak) powder coated handle on three panels along with multi-point locking system, nylon rollers with SS 304 body., Two and half track three panels sliding window with two glazed & one wire mesh panels with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body., Three track three panels sliding window with two glazed & one wire mesh panels with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body., Three track three panels sliding window with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body., Two track two panels sliding door with Aluminium channel for roller track, wool pile, zinc alloy (zamak) powder coated handle on every panel along with multi-point locking system, adjustable nylon rollers with SS 304 body., Two track four panels sliding door with Aluminium channel for roller track, wool pile, zinc alloy (zamak) powder coated handle on three panels along with multi-point locking system, adjustable nylon rollers with SS 304 body., Three track three panels sliding door with two glazed & one wire mesh panels with Aluminium channel for roller track, wool pile, zinc alloy (zamak) powder coated handle on two panels along with multi-point locking system, adjustable nylon rollers with SS 304 body., Using R3 series with frame (98mm & above) x (40mm & above) & both glazed and fly screen sash (30mm & above) x (74mm & above). (Height upto 2.5 meter)./DSR 2023- 9.147.B3.1 101 Providing 40x5 mm flat iron hold fast 400 mm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 300x100x150 mm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)/DSR 2023- 9.53 102 Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete :, 125x64x1.90 mm/DSR 2023- 9.70.1 103 Providing and fixing aluminium tower bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade with necessary screws etc. complete :, 200x10 mm/DSR 2023- 9.97.3 104 Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete./DSR 2023- 9.76 105 12 mm cement plaster of mix :, 1:6 (1 cement: 6 coarse sand)/DSR 2023- 13.4.2 106 Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections/DSR 2023- 5.30 107 Extra for lining out plaster to imitate stone or concrete blocks walling./DSR 2023- 13.27 108 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation leveling & dressing & finishing the top smooth./DSR 2023- 4.17 109 Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily., Glazed Vitrified tiles Matt/Antiskid finish of size, Size of Tile 600 x 1200 mm/DSR 2023- 11.41A.3.2 110 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade:, New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm)/DSR 2023- 13.47.1 111 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour:, New work (two or more coats) over and including Water thinnable priming coat with cement primer having VOC content less than 50 gram/litre./DSR 2023- 13.41.1 112 Tensile with structure/- Tensile 113 Stone work (machine cut edges Veneer work) for wall lining upto 10 m height, backing filled with a grout of 12 mm thick cement mortar 1:3 (1 Cement : 3 coarse sand) and jointed with Cement mortar 1:2 (1 cement : 2 stone dust), including rubbing and polishing complete. (To be secured to the backing and the sides by means of cramps and pins which shallbe paid for separately)., Kota stone slabs exposed face dressed and rubbed., 25 mm thick/DSR 2023- 8.18.1.1 114 Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.)./DSR 2023- 10.28 115 Providing and fixing soil, waste and vent pipes :, 100 mm dia., Sand cast iron S&S pipe as per IS: 1729./DSR 2023- 17.35.1.1 116 Providing & fixing UPVC Floor trap of self cleansing design with CP Jali complete in all respects. (Make : Supreme / Finolex / Prince).P-Trap type Floor Trap 110 x 75 mm/- M.R 03 117 Extra for providing & fixing 125 mm dia C.P. grating in place of C.I. grating over floor traps./- M.R 04 118 Providing & fixing 50 mm. dia. G.I elbow (drain point) in the toilet floor including 50 mm dia. C.P. waste jali complete as required./- MR 05 119 Providing and fixing chromium plated brass curtain rod having wall thickness of 1.25 mm with two chromium plated brass brackets fixed withC.P. brass screws and PVC sleeves etc., wherever necessary complete :, 20 mm dia/DSR 2023- 9.46.2 120 Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS:15801 UV stabilized & anti -microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threadedpolypropylene random fittings, including trenching, refilling & testing of joints complete as per direction of Engineer-in-Charge.External work, PN - 10 Pipe, 160 mm OD (SDR-11)/DSR 2023- 18.6.10
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
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26.
Public Administrative Department #9503949 Technical Bid
Tender For Remaining Work Of Construction Of 72 Ews On The Vacated Land In Jiyamau Khasra No.-93. - Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti- termite treatment (excluding the cost of chemical emulsion) :, Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor :, With Chlorpyriphos/Lindane E.C. 20% with 1% concentration. 2 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge., All kinds of soil 3 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. 4 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 5 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :, 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources). 6 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :, 1:2:4 (1 cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) 7 Providing and laying rectified Glazed Ceramic floor tiles of size 300x300mm or more (thickness to be specified by the manufacturer), of 1stquality conforming to IS : 15622, of approved make, in colours White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4(1 Cement: 4 Coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete. 8 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 9 Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar, bent to shape with hooked ends in R.C.C. slabs or beams during laying, including painting the exposed portion of loop, all as per standard design complete. 10 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer., M.S. tube. 11 Mild steel or iron work in plain work such as in R.C.C. or R.B. (when not included in an over all rates ) including bending for proper completion of the work and including supply of steel and its wastage , bends, hooks and authorised overlaps shall be measured up to floor two level 12 Centering and shuttering including strutting, propping etc. and removal of form for :, Foundations, footings, bases of columns, etc. for mass concrete 13 Centering and shuttering including strutting, propping etc. and removal of form for :, Suspended floors, roofs, landings, balconies and access platform 14 Centering and shuttering including strutting, propping etc. and removal of form for :, Columns, Pillars, Piers, Abutments, Posts and Struts 15 Centering and shuttering including strutting, propping etc. and removal of form for :, Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick 16 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :, 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 17 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :, 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 18 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :, Cement mortar 1:6 (1 cement : 6 coarse sand) 19 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for seperately). 20 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :, Cement mortar 1:4 (1 cement : 4 coarse sand) 21 Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design :, In 75x75 mm deep chase 22 Making khurras 45x45 cm with average minimum thickness of5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. 23 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size,approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels., Granite stone slab colour black, Cherry/Ruby red, Area of slab over 0.50 sqm 24 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately)., Second class teak wood 25 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :, 25 mm thick. 26 12 mm cement plaster of mix :, 1:4 (1 cement: 4 coarse sand) 27 6 mm cement plaster of mix :, 1:3 (1 cement: 3 fine sand) 28 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 29 Providing and fixing water closet squatting pan (Indian type W.C.pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:, White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests 30 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:, 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 31 Providing and fixing factory made uPVC glazed/wire mesh windows/doors comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced with galvanized mild steel section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and Inline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8 mm dia with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367 : Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all corners, including drilling of holes for fixing hardware and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod pf approved size and quality, all complete as per approved drawing conforming to CPWD specification & direction of Engineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge. Wire mesh / Glazing of plain/ toughened/ laminated/ double glass unit with / without high performance coatings as per design requirements and conforming to IS: 3548 & IS:16231 shall be paid separately. Note:- Structural design proof checked from a Government Engineering Institute, to be provided by the manufacturer for: (i) Sites with basic wind speed > 45 m/sec as per IS 875 - Part 3 (ii) Sites with structure height more than 20m for all wind speeds., Two track two panels sliding window with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body., Using R2 series with frame (40mm & above) x (40mm & above) & sash (25mm & above) x (50mm & above) with zinc alloy (zamak) powder coated touch locks with hook (Height upto 1.2 meter) 32 One priming coat & two coat oil distemper on new work including supply of all materials, labour and T&P etc. required for proper completion of the work. (SI No. 649) at G.F & F.F 33 One priming coat & two coat oil distemper on new work including supply of all materials, labour and T&P etc. required for proper completion of the work. (SI No. 649) AT S.F. 34 One priming coat & two coat oil distemper on new work including supply of all materials, labour and T&P etc. required for proper completion of the work. (SI No. 649) AT T.F 35 2 cm. (3/4) thick cement plaster in dedo or skirting in 1:2 consisting of one part of cement and 2 parts of approved coarse sand laid in panels. finished with 3 mm (1/8) floating coat of neat cement or cement and marble dust in ratio of 5:1 including supply of all materials, labour and T&P etc. required for proper completion of the work. (PWD SOR 697/2018-19) 36 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade:, New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) 37 S/F of Cinder including supply of all material,labour T&P etc. proper completion of the work (Sanction Rate) 38 Providing and fixing PVC spout pipe 50 mm dia and 40 Cm Length including supply of all materail, labour, T&P etc completion of the work as per direction of E/I. (a/r) rs 50.00 (A/R) final rate 50.00 39 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :20 mm nominal bore (PWD SOR 18.47.1A/2020-21) 40 Wiring Points in Conduit Partly Laid in slab and partly Concealed in Wall, Same as in item 141(B) but in PVC conduit with 1.5 sq. mm.FRLSH PVC insulated multistrand copper conductor cable as earthwire drawn inside the conduit. 41 Supply and fixing of power plug with 15A/250 volt flush type switch and 5 pin 15A/250V flush type universal socket in suitable M.S. box of 175mm x 100mm x 50mm size with phenolic laminated bakelite sheet cover 3mm thick fixed with brass machine screw and 42 Submain in conduit (partly laid in slab and partly concealed in wall ( 2 Wire 1100 V Grade), As in item no. 221(B) but in 20 mm dia heavy duty (2 mm thick) PVC conduit with one no. 2.5 sq. mm. FRLSH PVC insulated multistrand copper conductor cable as earth continuity wire drawn in conduit. 43 Supply and burying of 600mm x 600mm x 6mm G.I. plate vertically for earthing with its top at least 3 metres below ground level complete with 20mm dia G.I. pipe and funnel for watering and one earthing lead of one no. 8 to 10 SWG GI wire in 15mm dia G.I. pipe up to switch board (from appron to switch board the cost of G.I. pipe and G.I. wire will be extra) 30cm square C.I. frame with hinged cover masonry housing alternate layers of charcoal/coke and salt at least 150mm thick alround etc. as per directions of Engineer-in-charge complete in all respects as per drawing (This will apply for earthing of poles also). 44 Supply and fixing of electronic fan regulator 120-280 V. ISI marked, on the existing switch board including making connections, required material, labour T&P etc. for proper completion of work to the satisfaction of Engineer in charge of work. 45 Same as PS 721 but with two number 8 SWG G.I. wire 46 Miscellaneous items, Addition when modular type switches etc. are used in place of piano type switches etc. in various wiring points. Add for light / fan points with modular type switch in place of piano type switch. 47 Miscellaneous items, Addition when modular type switches etc. are used in place of piano type switches etc. in various wiring points. Add for plug point with modular switch & socket in place of piano type switch & socket. 48 Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc., 50 sq. mm 3-1/2 core 49 S&F surface/flush mounting 4 ways SPN distribution board without MCB complete in all respect,as directed at site by Engineer in charge., CAT A 50 S & F surface/Flush mounting 8ways SPN distribution board without additional metal door without MCB complete in all respect, as direct by Engineer in Charge., CAT A 51 S&F of 40 Amp. D.P. Isolator, CAT A 52 S&F of 6 Amp to 32 Amp. SPMCB (10 KA) C Curve, CAT A 53 Supply and wiring of submain with two number 2.5 sq.mm. FRLSH PVC insulated1100 V grade multistrand single core copper conductor cable in 20 mm dia heavy duty (2mm thick) PVC conduit concealed in wall, with one number 1.5sqmm FRLSH PVC insulated multistrand copper conductor cable as earth continuity wire drawn conduit including matching colour wash etc. complete in all respect. 54 S/F round bakelight AII/PVC Junction Box cover on exsiting Junction Box complete in all respect as per direction of E/I M/R 55 Fan box cover of 3mm thick bakelight sheet of hexagonal/round shape on existing fan box complete in all respect direction of E/I MR 56 S/F and fabrication of meter panel room of 1 inch squre MS iron jali with 35x35x5 angle iron frame having opeining of size 1 mt x 2 mt and fixing of wooden planks 30 mm thick, 250 mm wide and 1000 mm long fixed with nut and bolt on 35x35x5 angle frme in ground floor of stair case space as per direction of EIC including all material labour t&P loding unloding etc complete by contractor. 57 S/F panel Box made with 18 swg CRCA sheet having 100 amp vetical TPN alumminum Bus bar incoming 24 Nos 32 amp (10kA) SPN MCB for Out going provision for fixing of 24 nos 1 phase KWH meter both side cable chamber all complete with powder coating paint and locking arrengement all as per attched drawing & direction of E/O (Q. Rate) 58 P/F of CP Jali 100 mm Dia 59 Making House connecting chamber size 600mm x600mm x600 mm with class 150 B/W in 1:6 cement and coarse sandmorter base concrete 1:6:12 (1 cement : 6 coarse sand : 12 Brick ballast 40 mm size) plaster in 1:3 cement and coarse sand morter with neat finished and cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone grit 20 mm size in floor and cunet including CI cover heavy duty cover and frame weitht not less than 15 kg) including cost of all material, labour T&P etc required for proper completion of the work.(A/R) 60 Making grooves 10 to 12 mm. Wide x 8 j mm. Deep in plaster of the w all or in ceiling vertically or horizontally as required 61 Providing and fixing glass strips 3.7mm thick & 25 mm wide in joints of terrazo/ cement concrete floors. 62 32 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturers specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. (Approved Rate) 63 Numbering of flats with letter/ No. writing including painting one coat of ready mixed priming paint and two coat of approved superior quality ready mixed paint including supply of all materials tools & plants etc required for proper completion of the work. 64 Submain in conduit (partly laid in slab and partly concealed in wall ( 2 Wire 1100 V Grade), As in item no. 223 (B) but in 25 mm dia heavy duty (2 mm thick) PVC conduit with one No.6 sq. mm.FRLSH PVC insulated multistrand copper conductor cable as earth continuity wire drawn in conduit. 65 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required., Group A 66 Painting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :, New work (two or more coats) including a coat of approved steel primer but excluding a coat of mordant solution. 67 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete :, 150x10 mm 68 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete (Copper oxidised as per IS 1378), 125 mm 69 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 :, 15mm nominal bore 70 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:, White Vitreous China Flat back wash basin size 450x 300 mm with single 15mm C.P. brass pillar tap 71 Making House connecting chamber size 450mm x450mm x450 mm with class 150 B/W in 1:4 cement and coarse sandmorter base concrete 1:5:10 (1 cement : 5 coarse sand : 10 Brick ballast 40 mm size) plaster in 1:4 cement and coarse sand morter with neat finished and cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone grit 20 mm size in floor and cunet including R.C.C. Cover with 7.50cm thick including cost of all material, labour T&P etc required for proper completion of the work.(A/R) 72 Supply and fixing of SWR phenolex prince suprime make nahani trap 100 mm x 75 mm embeded in cement oncrete 1:2:4 (1 cement : 2 coarse sand : 4 stone grit 20 mm size) including supply of allmaterial, labour T&P etc. complete as per direction of E/I. 73 Supply, Carting P.V.C. pipes (6kg/cm2) (all qualities), specials, couplings, fittings to site of work, lowering the same into trenches and laying true to alignment and gradient including jointing and testing of the pipe lines (excluding the cost of trenching but including the cutting of pipes for making up the length and making joints)160 mm OD dia 74 Supply, Carting P.V.C. pipes (6kg/cm2) (all qualities), specials, couplings, fittings to site of work, lowering the same into trenches and laying true to alignment and gradient including jointing and testing of the pipe lines (excluding the cost of trenching but including the cutting of pipes for making up the length and making joints)(Approved Rates) 75 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : 17.10.1.4 510x1040 mm bowl depth 178 mm (PWD SOR 17.10.1.4/2020-21) 76 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge (40 mm nominal dia Pipes) 77 Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge :, With average thickness of 120 mm and minimum thickness at khurra as 65 mm. 78 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approvedmake, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 79 Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete (Copper oxidised as per IS 1378), 300x16 mm 80 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. :Concealed work, including cutting chases and making good the walls etc., 15 mm nominal outer dia .Pipes. 81 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. :Concealed work, including cutting chases and making good the walls etc., 20 mm nominal outer dia .Pipes. 82 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. :Concealed work, including cutting chases and making good the walls etc., 25 mm nominal outer dia .Pipes. 83 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes., 110 mm diameter 84 Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms., 15 mm nominal bore. 85 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931:, 15 mm nominal bore. 86 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete., 40 mm thick with 20 mm nominal size stone aggregate 87 Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : (a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours. (b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
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Uttar Pradesh View Result →
27.
Public Administrative Department #9503942 Technical Bid
Tender For Remaining Construction/Development Work Of The Library On Nazul Land Behind The Clock Tower | Part B - Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge., All kinds of soil 2 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 3 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :, 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources). 4 Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), including the cost of required centering, shuttering complete., 1:1½:3 (1 Cement : 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). 5 Mild steel or iron work in plain work such as in R.C.C. or R.B. (when not included in an over all rates ) including bending for proper completion of the work and including supply of steel and its wastage , bends, hooks and authorised overlaps shall be measured up to floor two level 6 Centering and shuttering including strutting, propping etc. and removal of form for :, Arches, domes, vaults up to 6 m span 7 Centering and shuttering including strutting, propping etc. and removal of form for :, Foundations, footings, bases of columns, etc. for mass concrete 8 Providing and laying autoclaved aerated Concrete (AAC) blocks masonry with 100mm / 125 mm thick with Grade 1 AAC blocks of density 551 to 650 kg/cum conforming to IS:2185 (Part 3) in super structure above plinth level up to floor V level in cement mortar 1:4 (1 cement : 4 coarse sand ). The rate includes providing and placing in position 2 Nos 6 mm dia M.S. bars at every third course of masonry work. 9 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement, All works upto plinth level, Concrete of M25 grade with minimum cement content of 330 kg /cum 10 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement, All works above plinth level upto floor V level, Concrete of M25 grade with minimum cement content of 330 kg /cum 11 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :, Cement mortar 1:6 (1 cement : 6 coarse sand) 12 Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in wallswherever required. 13 Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases. 14 Providing and fixing M.S. angle 50x50x5 mm to act as nosing with lugs of M.S. flat 10x5 mm 10cm long forked at end 60cm apart (minimum three lugs to be provided) including necessary welding and applying a priming coat of approved primer on exposed surface etc. complete. 15 Brick work with common burnt clay machine moulded F.P.S. (non modular) bricks of class designation 12.5 in exposed brick work including making horizontal and vertical grooves 10 mm wide 12 mm deepcomplete in cement mortar 1:6 (1 cement : 6 coarse sand)., Above plinth level upto floor V level. 16 12 mm cement plaster of mix :, 1:4 (1 cement: 4 fine sand) 17 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 18 Toughened glass 12 mm thickness DSR 8778 19 Stainless steel wire guage (Grade-304) aperture 1.4 mm and 0.50mm dia wire DSR 8737 20 Supply of Totally enclosed exhaust fan, 300mm sweep continously rated highly efficient heavy-dutymotor similar to Crompton Cat. Ref. Trans Air 12 or equivalent./MR (RA-2) 21 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete., Fixed to openings /wooden frames with rawl plugs screws etc. 22 Providing and fixing factory made uPVC glazed/wire mesh windows/doors comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced with galvanized mild steel section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and Inline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8 mm dia with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367 : Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all corners, including drilling of holes for fixing hardware and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod pf approved size and quality, all complete as per approved drawing conforming to CPWD specification & direction of Engineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge. Wire mesh / Glazing of plain/ toughened/ laminated/ double glass unit with / without high performance coatings as per design requirements and conforming to IS: 3548 & IS:16231 shall be paid separately. Note:- Structural design proof checked from a Government Engineering Institute, to be provided by the manufacturer for: (i) Sites with basic wind speed > 45 m/sec as per IS 875 - Part 3 (ii) Sites with structure height more than 20m for all wind speeds., Two track two panels sliding window with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body., Two track four panels sliding windows with Aluminium channel for roller track, wool pile, zinc alloy (zamak) powder coated handle on three panels along with multi-point locking system, nylon rollers with SS 304 body., Two and half track three panels sliding window with two glazed & one wire mesh panels with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body., Three track three panels sliding window with two glazed & one wire mesh panels with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body., Using R3 series with frame (98mm & above) x (40mm & above) & both glazed and fly screen sash (30mm & above) x (55mm & above) with zinc alloy (zamak) powder coated handle on every glazed panel along with multi-point locking system, (Height upto 1.8m). 23 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required., Group A 24 Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required., 2X1.5 sq. mm + 1 X 1.5 sq. mm earth wire 25 Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required., 2 X 2.5 sq. mm + 1X2.5 sq. mm earth wire 26 Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required., 2 X 4 sq. mm + 1 X 4 sq. mm earth wire 27 Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required., 2 X 16 sq. mm + 1 X 6 sq. mm earth wire 28 Supplying and fixing suitable size Gl box with modular plate and cover in front on surface or in recess, including providing and fixing 2 nos. 3 pin 5/6 A modular socket outlet and 2 nos. 5/6 A modular switch, connections etc. as required. (For light plugs to be used in non residential buildings). 29 Supplying & fixing suitable size Gl box with modular plate and cover in fronton surface or in recess including providing and fixing 25 A modular socket outlet and 25 A modular SP MCB, C curve including connections, painting etc. as required. 30 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required., 5/6 A switch 31 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required., 2 way 5/6 A switch 32 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required., Bell push 33 Supplying and fixing following size/ modules, Gl box along with modular base & cover plate for modular switches in recess etc. as required., 1 or 2 Module (75mmX75mm) 34 Supplying and fixing following size/ modules, Gl box along with modular base & cover plate for modular switches in recess etc. as required., 3 Module (100mmX75mm) 35 Supplying and fixing following size/ modules, Gl box along with modular base & cover plate for modular switches in recess etc. as required., 4 Module (125mmX75mm) 36 Supplying and fixing following size/ modules, Gl box along with modular base & cover plate for modular switches in recess etc. as required., 6 Module (200mmX75mm) 37 Supplying and fixing following size/ modules, Gl box along with modular base & cover plate for modular switches in recess etc. as required., 8 Module (125mmX125mm) 38 Supplying and fixing following size/ modules, Gl box along with modular base & cover plate for modular switches in recess etc. as required., 12 Module (200mmX150mm) 39 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required., 20 mm 40 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required., 32 mm 41 Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. 42 Installation .Testing, Commissioning of wall bracket /ceiling fittings of all sizes and shapes containing up to two GLS/CFL/LED lamps per fitting, complete with all accessories including connections etc. as required. 43 Supplying and fixing call bell/ buzzer suitable for single phase, V, complete as required. 44 Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required. 45 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/lsolator), 4 way (4 + 12), Double door 46 Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/lsolator), 16 way, Double door 47 Supplying and fixing following rating, double pole, the existing MCB DB complete with connections, testing and commissioning etc. as required., 40 A 48 Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required., 40 A 49 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required., Single pole 50 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. 51 Earthing with G.l. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. 52 Earthing with G.l. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. (but without charcoal/ coke and salt) as required. 53 Supplying and laying 25 mm X 5 mm G.l. strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.l. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.l. nut bolt & spring washer spaced at 50mm) 54 Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. 55 HIGH MAST SHAFT Supply & fixing of 12.5 mtr High mast shaft of approved make with rising system hot dip glavanized inside & out side dip,heaving pole sheet thickness 3 mm. Top dia minium 150 mm, Bottom dia 310 mm base plate 25 mm thick suitable for wind 56 FLOOD LIGHT LUMINAIRES Supply and fixing of factory wired integral LED flood light luminaires with die cast aluminium housing built with dirver set suitable for 140 to 150 Watt. Confirming to IP 66 protection complete in all respect., CAT-AA 57 Supply & erection of overhead line with G.I. wire no. 8 to 4 SWG on poles/serivce bracket including binding etc. complete in all respect. 58 Wiring of Submains with Aluminium cable using existing steel conduit, S/W of submain with two Nos. of 2.5 Sq.mm FRLSH PVC insulated 1100 V grade single core multistrand copper conductor cable in existing conduit complete with supply of all material Labour and T&P required for proper completion of the work as directed at site by Engineer In Charge. 59 Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc., 10 sq. mm 4 core 60 Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc., 16 sq. mm 4 core 61 Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc., 35 sq. mm 3-1/2 core 62 Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc., 70 sq. mm 3-1/2 core 63 Supply and fixing of plain or pin type copper tin plated cable socket ( lug ) to the cable leads, insulating with tape and making connection etc. complete in all respect as per direction of the Engineer-Incharge., 10 sq. mm 64 Supply and fixing of plain or pin type copper tin plated cable socket ( lug ) to the cable leads, insulating with tape and making connection etc. complete in all respect as per direction of the Engineer-Incharge., 25 sq. mm 65 Supply and fixing of plain or pin type copper tin plated cable socket ( lug ) to the cable leads, insulating with tape and making connection etc. complete in all respect as per direction of the Engineer-Incharge., 50 sq. mm 66 Supply and fixing of plain or pin type copper tin plated cable socket ( lug ) to the cable leads, insulating with tape and making connection etc. complete in all respect as per direction of the Engineer-Incharge., 16 sq. mm 67 S&F of 0.5 Amp to 5 Amp. SP MCB (10KA) C Curve, CAT A 68 S&F of 0.5 Amp to 5 Amp. SP MCB (10KA) C Curve, CAT B 69 ENCAPSULATED PIPE - IN- PIPE EARTHING Supply and burring of Safe Earthing Electrode T-19 (Hot Dip Galvanized), Length up to 2000mm, outer pipe 50mm, inner pipe 25, terminal Dia 12 mm, outer GI pipe of 16 swg and inner GI pipe of 12 swg with Hot Dip Galvanization up to 100 micron filled with crystalline conductive mixture (CCM) having anti corrosive & conductive property with 50 kgs activated soil (BFC) capable of reducing the soil resistivity with good mixture of retaining capacity along with 30cm square C.I. frame with hinged cover & masonry husing (from electrode terminal to switch board, cost of 25 x 3 G.I . strip will be extra) Make: As approved in U.P. P.W.D., & C.P.R.I. Certified. 70 Supply and erection of factory fabricated and wired metal clad dust and vermin proof floor mounting panel TPN switch board complete with the following HRC type heavy duty TPN fuse switches with fuses and instrument chamber etc. complete in all respects. The instrument chamber shall be separate and shall comprise of flush type ammeter, voltmerer, selector switches for ammeter and voltmeter, instrument fuses, current transormer etc. The board shall have suitable capacity electroytic alumininum busbars as per IS8623 istulate with heat shrink sleeving and mountend on non hygroscopic supports such as CMC/DMC support with deteachable side covers and shall be suitable for extension on the sides. The switches shall be complete with suitable cable end boxes, reverse entery boxes in case of pedestaal type, cable sockets, compression glands and indicating lamp on incoming etc. The job includes the grounting of the board as per direction of Engineer-in-Charge. All coutgoing switches of 100 Amp. and above will be provided with ampere metre current transformers and selector switches and instrument fuses etc. The switches board shall be fabricated with CRCA sheet with a minimum thickness of 1.6 mm/2 mm. Cubicle type switch board shall be of cat A B & B-II and pedestal type for Cat-B and C only. (Incoming - 200 Amp TPN 1 No.), Outgoing -100 Amp. TNP-2 Nos., Cat. B. Cubicle Type 71 Rooftop solar power plant 72 Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge. 73 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour:, New work (two or more coats) over and including Water thinnable priming coat with cement primer having VOC content less than 50 gram/litre. 74 Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.., In cement mortar 75 Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. 76 Supply & Fixing of 7.5 HP KSB make 8 Stage pump set complete in all respect (PSR) 77 Supply and fixing of horizontal open well monosub pump in 3 hp make crompton 78 S/F of 2.5 sq mm 3 core pvc insulated pvc shethed flate submersible cable with bare bunched copper conductor for submersible pump moter with 1100 volt grade ISI marked all complite as per direction of EЛc. QRate 79 Engagement of Electrician/Plumber Chapter- 02A Labour Rate. SI No. 48 (Rate Rs. 400.00+10%C.P.= 440.00 80 Providing and laying factory made chamfered edge Cement Concrete paver blocks In foot path, park & lawns driveway or light & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of course sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per manufacturers specifications & direction of Engineer in-Charge., 80mm thick Cement concrete paver block of M-30 grade with approved colour, design & pattern. 81 Providing and fixing white vitreous china pedestal type (European type/ wash down type) water closet pan. 82 Providing and fixing P.V.C. low level flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete., 10 litre capacity - White 83 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:, White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap 84 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete., Semi rigid pipe, 32 mm dia 85 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 86 Providing and fixing toilet paper holder :, C.P. brass 87 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. : Internal work - Exposed on wall, 40 mm nominal outer dia. Pipes. 88 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. : Internal work - Exposed on wall, 50 mm nominal outer dia. Pipes. 89 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. :Concealed work, including cutting chases and making good the walls etc., 15 mm nominal outer dia .Pipes. 90 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. :Concealed work, including cutting chases and making good the walls etc., 20 mm nominal outer dia .Pipes. 91 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. :Concealed work, including cutting chases and making good the walls etc., 25 mm nominal outer dia .Pipes. 92 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. :Concealed work, including cutting chases and making good the walls etc., 32 mm nominal outer dia .Pipes. 93 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :, 50 mm nominal bore 94 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :, 40 mm nominal bore 95 Providing and fixing uplasticised PVC connection pipe with brass unions :, 45 cm length, 15 mm nominal bore 96 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931:, 15 mm nominal bore. 97 Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms., 15 mm nominal bore. 98 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931., 15 mm nominal bore. 99 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 :, 15mm nominal bore 100 Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in reinforced cement concrete slab 1:1.5:3 mix (1 cement 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 (1 cement: 5 fine sand : 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement: 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design :, With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 101 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design:, 150 x 100 mm size P type., With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 102 Providing and fixing PTMT Bottle Trap for Wash basin and sink., Bottle trap 31mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms 103 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms. 104 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 105 Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS:15801 UV stabilized & anti -microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threadedpolypropylene random fittings, including trenching, refilling & testing of joints complete as per direction of Engineer-in-Charge.External work, PN - 10 Pipe, 50 mm OD (SDR-11) 106 Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS:15801 UV stabilized & anti -microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threadedpolypropylene random fittings, including trenching, refilling & testing of joints complete as per direction of Engineer-in-Charge.External work, PN - 10 Pipe, 75 mm OD (SDR-11) 107 Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS:15801 UV stabilized & anti -microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threadedpolypropylene random fittings, including trenching, refilling & testing of joints complete as per direction of Engineer-in-Charge.External work, PN - 10 Pipe, 110 mm OD (SDR-11) 108 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level., All types of soil, 300 mm dia 109 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings& accessories etc. all complete, for all depths, as per direction of Engineer-in-charge., 200 mm nominal size dia 110 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge., 200 mm nominal size dia 111 Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. 112 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for bore well of:, 200 mm dia 113 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete., 200 mm clamp 114 Supply and fixing following capacity of automatic street light cubicle control panel painted with anti corrosive alkali and acid proof paint consisting of time switch TSO 100 series with contactors, HRC fuses, isolating switch metering instrument & instrument box with CTs etc. in case of TPN, complete in all respect., 40 A TPN 115 Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.l. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design:, With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 116 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :, 600 mm dia. R.C.C. pipe 117 Supply & fixing of MS benches including cost of benches (shape & size attached with estime) fixing the wave slide including excavation PCC 1:4:8 cement coarse sand & 40 mm nominal grit with CC 1:2:4 cement coarse sand & 20 mm gauge stone grit including all material & labour required fixing and orienting etc all complete under the direction of the E/I. Sanction Rate 118 Providing & fixing of Dustbin made in mild steel frame with painting & polish and frame wooden member fixed in m.s. frame including painting polishing as per drawing & design all complete in direction of engineer in charge. PSR 119 Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead complete (earth measured in stacks will be reduced by 20% for payment). 120 Extra for levelling & neatly dressing of disposed soil completely as directed by Engineer-in-Charge. 121 Supplying and stacking of well decayed cattle manure at site including royalty and carriage upto 5 k.m.lead complete (Cattle manure measured in stacks will reduced by 8% for Payment). 122 Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge 123 Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately). 124 Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly levelling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or / and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure). 125 Uprooting weeds from the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted vegetation. 126 Fine dressing of the ground. 127 Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately), Holes 90 cm dia, and 90 cm deep 128 Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cast of plant & water), Trees Plant 129 Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cast of plant & water), Hedge Plant /Ground cover 130 Providing and stacking of Murraya exotica of height 45-60 cm. in poly bags of size 15 cm as per direction of the officer-in-charge. 131 Providing and Displaying Acalypha red well developed with fresh & healthy 30 to 45 cm ht. in 20 cm size Earthen Pot/ Plastic Pot as per direction of the officer-in-charge. 132 Providing and displaying of Areca Palm having ht. 2.40 m to 2.70 m with 12 to 14 suckers, well developed, fresh and healthy with lush green foliage in 35 cm size of Bucket type cement pots & as per direction of the officer-in-charge. 133 Providing and stacking of Jacaranda mimosifolia of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. 134 Providing and stacking of Tabebuia sp. of height 150-165 cm. in big polybags of size 25 cm as per direction of the officer-in-charge. 135 Providing and stacking of Plumeria alba dwarf dwarf of height 90-105 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge. 136 Providing and stacking of Magnolia grandiflora of height 150-165 cm. in big poly bag of size 25 cm as per direction of the officer-in-charge.v 137 Providing & laying Selection no. 1 doob grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same maintenance for 30 days or more till the grass establish properly,as per direction of officer in charge 138 Supplying and stacking at site dump manure from approved source, including carriage upto 5 km lead complete (manure measured in stacks will be reduced by 8% for payment) :, Play grounds / Public parks (1Mali for 2.00Acre). 139 Supply & stacking Urea 40% Nitrogen @ 160 kg per acre (as per yard stick of CPWD LDA SOR 2018-19/11.1 ( @2512kg for 30 acres ) 140 Supply & stacking DAP 50 kg per acre/year. LDA SOR 2018-19/11.2 141 Supply & Stacking Bone Meal/ Oil Cake (LDA SOR Horti 2018-19/11.3) 50 kg per acre/Year 142 Removal of garden waste by TATA 407 or equivalent including loading/ unloading and carriage upto 1 km lead,complete disposal upto designated place as per direction of officer-in-charge . 143 Providing and stacking of Madagaskar Almond ( Terminalia Mantally) of height 360 cm to 420 cm big foilage well developed multiple branches in 63 cm big poly bags ofsize as per direction of the officer-in-charge. 144 Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge :, With average thickness of 120 mm and minimum thickness at khurra as 65 mm. 145 Providing & Making & Fixing of Storage Cabinet madeof 19MM Board, having shelves & shutters & teak wood beading & finished surface of 1MM Laminate including all hardware like tower bolts, hinges, lock & handle as per approved drawing & direction of Engineer incharge. MR 146 Supply, Installation, laying & commissioning of 63 mm outer dia 6Kg/cm2 HDPE pipe. 33.01 (Jal Nigam Varanasi SOR) 147 Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily., Double charge vitrified tile polished finish of size, Size of Tile 600 x 1200 mm 148 Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/ window/ Ceosetory windows & other Frames/ Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2, modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/ borer proof, water/ moisture proof and fire retardant and fixed in position with M.S hold fast/ lugs/ SS dash fasteners of required dia and length complete as per direction of Engineer-In- Charge. (M.S hold fast/ lugs or SS dash fasteners shall be paid for separately). Note: For WPC solid door/ window frames, minus 5mm tolerance in dimensions i.e depth and width of profile shall be acceptable. Variationin profile dimensions on plus side shall be acceptable but no extra payment on this account shall be made., Frame size 65 x 100 mm 149 Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/ moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In- Charge. (Note: stainless steel butt hinges and necessary S.S screws shall be paid separately), 30 mm thick
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 3
Uttar Pradesh View Result →
28.
Heavy Industries and Public Enterprises #9468585 Technical Bid
Tender For Construction Of Entrance Gate Security Hut, Including Beautification 2 N, Bus Shelter-1 N, Upgradation Of Cfc Building 1 N, Ev Charging/Smart Vehicle Parking Civil Works 1 N, Integrated Command, Control N. Center 1 In Upsida Ia Pratapur, Udyogpuram. - Construction of Entrance Gate Security Hut, Including Beautification 2 N, Bus Shelter-1 N, Upgradation of CFC Building 1 N, EV Charging / Smart Vehicle Parking (Civil Works) 1 N, Integrated Command, Control N. Center – 1 In Upsida I.A. Pratapur, Udyogpuram In Meerut (U.P.). Sl. No. Item Description 1 CARRIAGE OF MATERIALS By Mechanical Transport including loading, unloading and stacking of Earth up to 1 km 2 Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.All kinds of soil 3 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 4 Supplying chemical emulsion in sealed containers including delivery as specified. 5 Chlorpyriphos emulsifiable concentrate of 20% 6 Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: 7 With Chlorpyriphos E.C. 20% with 1% concentration 8 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 9 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 10 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) 11 Providing and laying Cement concrete 1:4:8 (1 cement : 4coarse sand : 8 graded stone ballast 40 mm nominal size) including supply of all materials.labour and T&P etc. required for proper completion of the work and curing complete. also including cost of formwork in foundation 12 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6graded stone aggregate 20mm nominal size) over 75mm bed by dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth 13 T.M.T.-FE-500 steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastage & over lapping & hooks. 14 Up to Plinth Lvl- 15 Above Plinth Lvl- 16 Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.(Note :- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/recoverable separately). 17 All works upto plinth level 18 All works above plinth level upto floor V level 19 Add for using extra cement in the items of design mix over and above the specified cement content therein. 20 Centering and shuttering including strutting, propping etc. and removal of form for 21 Foundations, footings, bases of columns, etc. for mass concrete 22 Suspended floors, roofs, landings, balconies and access platform 23 Shelves (Cast in situ) 24 Lintels, beams, plinth beams, girders, bressumers and cantilevers 25 Columns, Pillars, Piers, Abutments, Posts and Struts 26 Stairs, (excluding landings) except spiral-staircases. 27 Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like 28 Edges of slabs and breaks in floors and walls 29 Under 20 cm wide 30 Weather shade, Chajjas, corbels etc., including edges 31 Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc., including cost of de-shuttering and decentering at alllevels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan areato be measured). 32 Suspended floors, roofs, landings, beams and balconies (Plan area to be measured) 33 Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. 34 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 35 Cement mortar 1:4 (1 cement : 4 coarse sand) 36 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level inall shapes and sizes in : Cement mortar 1:6 (1 cement :6 coarse sand) 37 Providing and laying Autoclaved Aerated concrete (AAC) blocks masonry 100 mm/ 125/150 mm thick with Grade-I AAC blocks of density 551 to 650 kg/ cum conforming to IS: 2185 (Part 3) in super structure above plinth level up to floor V level in cement mortar 1:4 (1 cement : 4 coarse sand). The rate includes providing and placing in position 2 Nos 6 mm dia M.S. bars at every third course of masonry work. 38 Providing and laying Autoclaved Aerated concrete (AAC) blocks masonry with 150mm/200mm/230mm/300 mm thick with Grade-I AAC blocks of density 551 to 650 kg/ cum conforming to IS: 2185 (Part 3) in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for seperately). 39 Providing and fixing 18mm thick gang saw cut (premoulded and prepolished) machine cut for kitchen platforms, vanity counters, window sills , facias and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edge to give high gloss finish etc. complete at all levels. 40 Granite of any colour and shade 41 Area of slab upto 0.50 sqm 42 Area of slab over 0.50 Sqm.( For Counter) 43 Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-inCharge. 44 Granite work 45 Extra for fixing marble / granite stone over and above corresponding basic item, in facia and drops of width upto 150mm with epoxy resin baesd adhesive including cleaning etc. complete. 46 Extra for providing opening of required size & shape for wash basins/ kitchen sink in kitchen platform, vanity counters and similar location in marble/Granite/Stone work including necessary holes for pillar taps etc. including rubbing and polishing of cut edge etc. complete. 47 Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick : 48 Float glass panes 49 4 mm thick glass pane (weight not less than10kg/sqm). 50 Providing and fixing of Flush doors commercial quality conforming to I.S. 2202 part-I (1983) including fixing of wooden cleats and stoppers and including fixing and adjustment of hinges, bolts locks, handles spring fitting with necessary screws to be supplied departmentally. 35 mm thick 51 (a) Single leaf 52 Providing and fixing of flush door shutters commercial quality conforming to IS : 2202 Part I (1983) including fixing fixing of wooden cleats & stoppers and including fixing and adjustment of hinges, bolts locks, handles, springs and other fittings but excluding their supply and including painting with two coats of black Japan paint on all iron fitting if necessary. Fitting with necessary screws to be supplied departmentally. 53 35 mm thick 54 Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). 55 Extra for providing vision panel not exceeding 0.1 sqm in all type of flush doors (cost of glass excluded) (overall area of door shutter to be measured):(Rectangular or Squre) 56 Extra for cutting rebate in flush door shutters (Total area of the shutter to be measured). 57 Providing and fixing wooden moulded beading to door and window frames with iron screws, plugs and priming coat on unexposed surface etc. complete : 58 2nd class teak wood 59 50x12 mm 60 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to steel windows by welding 61 Providing and Fixing door frame fabricated from sections roll formed out of 1.2mm thick galvanized steel (Base steel as per IS 513) with zinc of 120 gms/sq.mtr. The overall size of the section should be 105x60mm with rebate of 37mm for shutter. The frame section should be cut to length and metre joined with corner brackets made of CRCA electroplated.The frame should be provided with (a) 3 Nos. of M.S. powder coated 4” Butt hinges of 2mm thickness welded to the frame. (b) 6 Nos. of 1.2mm thick CRCA electroplated stiffeners should be welded to frame.(c) 6 Nos. of 8” M.S. hold fasts with split end tail welded to stiffener plates.(d) One no. aldrop receiver.(e) Each frame should be provided with 25x50mm tie rod at bottom. All welded places should be treated with protective coat of zinc rich primer.The entire frame should be provided with a coat of etched primer. 62 Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISi, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. 63 Providing and fixing aluminium Sliding Door Bolts ISI marked anodised transparent or dyed to required colour or shade with necessary screws etc. complete300x16mm 64 250x16 mm 65 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 66 (a) 250 mm x 10mm 67 (b)150x10 mm 68 Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 125 mm 69 100 MM 70 Providing and fixing aluminium hanging floor door stopper, ISI marked , anodised transparent or dyed to required colour and shade with necessary screws etc. complete. Single rubber stopper 71 Twin rubber stopper 72 Providing and fixing bright finished brass 100 mm mortice latch and lock, ISI marked, with six levers and a pair of anodised (anodic coating not less than grade AC 10 as per IS : 1868) aluminium lever handles of approved quality with necessary screws etc. complete. 73 Providing and fixing aluminium casement stays, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. 74 Providing & Fixing decorative high pressure laminated sheet of plain / wood grain in gloss / matt / suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 Type S, including cost of adhesive of approved quality. 75 1. mm thick 76 Providing and fixing factory made uPVC glazed/wire mesh windows/ doors comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced with galvanized mild steel section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and lnline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware, SS304 grade fasteners of minimum 8 mm dia with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367 : Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all comers, including drilling of holes for fixing hardware and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of approved size and quality, all complete as per approved drawing confonning to CPWD specification & direction of Engineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge.Wire mesh I Glazing of plain/ toughened/ laminated/ double glass unit with I without high perfonnance coatings as per design requirements and confonning to IS: 3548 & IS: 16231 shall be paid separately.Note:- Structural design proof checked from a Government Engineering Institute, to be provided by the manufacturer for :(i)Sites with basic wind speed > 45 m/sec as per IS 875 - Part 3(ii)Sites with structure height more than 20m for all wind speeds 77 Two track two panels sliding window with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body.Using R2 series with frame (40 mm & above) x (40 mm & above) & sash (25 mm & above) x (50 mm & above) with zinc alloy (zamak) powder coated touch locks with hook (Height upto 1.2 metre). 78 Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 79 Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately) 80 Providing and fixing carbon steel galvanised ( minimum coating 5 micron) dash fastener of 10 mm dia double threaded 6.8 grade (yield strength 480 N/mm2), counter sunk head, comprising of 10 mm dia polyamide PA 6 grade sleeve, including drilling of hole in frame , concrete/ masonry, etc. as per direction of Engineer-in-charge. 81 10 x 140 mm 82 Providing & fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc. including welding, grinding, buffing, polishing & making curvature (wherever required) & fitting the same with necessary stainless steel nuts & bolts complete i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Eng-in-charge. (weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) 83 Providing & Fixing of window made of pre painted steel ( base Steel as per IS -513of 0.58 mm thick D quality galvanizedas per IS 277 with Zink of 120 GSM ) primer coated with epoxy primer of 5-7 microns thick , finish painted with a polyester paint of 12 -16 microns thick and back coatedwith 5-7 microns thick alkyd backer .section of outerframe should be of72 x 55 mm , centre mullion should be of72 x 50 mm , section for fixed glass beadingshould be of12 x 12 mm and sectionfor shutter should be of47 x 20 mm , outer frame and mullion section to have rebate forglazed shutters , flymesh shutters and 20 mm provision for gaurd bars / grill fly mesh shutters section should be of 20 x 40 mm. The section are to be cut to length mitre jointed with corner bracket , centre mullion to be fixed with mullion cap .Elixir or equivalent stay, handles 2nos of heavy dutystain less steel pivot hinges shall be provided per shutter. The windows should be paneled with 4 mm thick plain float glass and S.S. Mesh for fly mesh shutter (304 grade). Rubber Gaskets are provided all around the glass. The above frames should be fixed to the concrete/masonry wall by means of self expanding screws. Including 10mm squareguard bars with 6” (152.4mm) pitch, complete for finish item of work 84 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 85 40 mm thick with 20 mm nominal size stone aggregate 86 25mm Thick Kota Stone Slab flooring over 20mm (average) thick base laid over and jointed with grey cement slurry mix with pigment to match the shade of slab includig rubbing and polishing complete with base of cement morter. 87 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete 88 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3kg/ sq.m including pointing the joints with white cement and matching pigments etc., complete. 89 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 90 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 91 Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand),ointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. (Size of tiles 600x600mm) [Flooring] 92 Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. 93 Double charge vitrified tile polished finish of size 94 Size of Tile 600 x 600 mm 95 Glazed Vitrified tiles Matt/Antiskid finish of size 96 size Size of Tile 600x600 mm 97 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete. (Size of tiles 600x600mm) 98 Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting and finishing complete as per direction of Engineer-in-charge. Size of Tile 600x600 mm 99 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge 100 Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent 101 Painting top of roofs with bitumen of approved quality@ 17kg per 10 sqm impregnated with a coat of coarse sand at 60 cudm per 10 sqm, including cleaning the slab surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil complete : 102 With residual type petroleum bitumen of grade VG -10 103 10 cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar mixed with bhusa @ 35 kg per cum of earth and gobri leaping with mix 1:1 (1 clay : 1 cow dung) and covered with flat tile bricks, grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement and finished neat: 104 With common burnt clay F.P.S.(non modular) brick tile of class designation 1O 105 Providing and laying gola 75x75mm in cement concrete M15 grade including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design in 75x75 mm deep chase. 106 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. 107 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) 108 15 mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement: 6 coarse sand) 109 15 mm thick plinth plaster [1 cement : 4 coarse sand] 110 6 mm thick plinth plaster [1 cement : 3 FINE sand] 111 Extra for plastering done on moulding, cornices or architraves including neat finish to line and level: 112 In two coats 113 Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. 114 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 115 French spirit polishing :Two or more coats on new works including a coat of wood filler 116 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water thinnable priming coat with cement primer 117 New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm 118 Finishing walls with Acrylic smooth exterior paint of required shade: - New work (Two or more coats applied @ 1.43 Itr/10 sqm overand including priming coat of exterior primer applied @ 0.90 litre/10 sqm) 119 Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade : Two or more coats on new work 120 Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead 121 Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) : 400 mm dia piles 122 Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. 123 Note: 1. Initial and Routine Load Test shall not be carried out byDynamic method of testing. 124 Note: 2. Testing agency shall submit the design of loading platformfor the approval of Engineer-in-charge 125 Single pile upto 50 tonne Safe capacity 126 Initial test (Test Load 2.5 times the Safecapacity) 127 Routine test (Test Load 1.5 times the Safecapacity 128 Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : 129 For fixed portion 130 Powder coated aluminium (minimum thickness of powder coating 50 micron) 131 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): 132 With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) 133 Filling the gap in between aluminium/ stone/ wood frame and adjacent RCC/Brick/ Stone/ wood/ Ceramic/ Gypsum work by providing weather/ structural non sag elastomeric PU sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete, complying to ASTM C920, DIN 18540-F & ISO 11600 134 Upto 5mm depth and 5 mm width 135 Providing and laying water proofing treatment in sunken portion of WCs,bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying :(a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours.(b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry 136 Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations:(a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment.(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. 137 (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge.(d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth ofapproved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep.(e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge : 138 With average thickness of 120 mm and minimum thickness at khurra as 65 mm. 139 Providing and fixing EV CHARGING as per attached quotation 140 Supply and installation of TRICOLOR FLYING HIGH MAST POLE SIZE 30M. 141 PART B(PLUMBING WORKS ) 142 Sanitary Fixtures & CP Brass Fittings 143 Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting,of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres),including seat cover, and cistern fittings, nuts, bolts and gasket etc complete. 144 Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml consumption), havingwater inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge. 145 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: 146 White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps 147 White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap 148 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS 13983 with C.I. brackets and stainless steel plug 40 mm including painting of fittings and brackets, cutting and making good the walls wherever required : 149 Kitchen sink with drain board 510x1040 mm, bowl depth 200mm. 150 Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. 151 Providing and fixing P.V.C. Waste pipe for sink or wash basin including P.V.C. waste fittings complete. 152 Semi rigid pipe 153 40 mm dia. 154 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 155 Providing and fixing toilet paper holder : 156 C.P. brass 157 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 158 15 mm nominal bore 159 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 160 15 mm nominal bore 161 Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. 162 Providing and fixing uplasticised PVC connection pipe with brass unions : 163 45 cm length 164 15 mm nominal bore 165 Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. 166 Providing and fixing C.P. cast brass twin coat hooks fixed to PVC rawl plug with SS screws Jaquar model. No. AKP-35761P or approved equivalent. 167 Providing and fixing health faucet with 1 m long flexible tube and wall hook including all fittings Jaquar model No.ALD-CHR-593N or approved equivalent. 168 Providing and fixing 15mm C.P brass Sink Mixer Jaquar Model. No. CON-309KN or approved equivalent.) for kitchen sink with swinging spout complete. Including cutting and making good the walls wherever required . 169 Providing and fixing Grab Bar Jaquar Model No. AKP-35701P or approved equivalent,Including cutting and making good the walls wherever required 170 Providing and fixing 150 litre/ hr. cooling and storage capacity,fully stainless steel electric storage type water cooler ( Blue Star model No. SDLX 15150 or equvalant) with inlet hose connection inbuilt float valve. 2 Nos. outlet foucet, drain tray with waste and pipe up to fllor trap heavy compressor and wire up to socket, 3 pin plug etc complete in all respect. 171 Supplying, installation, testing and commissioning of skid mounted fully automatic Reverse Osmosis System of output capacity 50 litres / hour designed at a minimum Flux at inlet complete as required. 172 Providing and fixing vertical storage type hot water heater fixed to wall with anchor bolts & nuts, 15mm CP brass angle stop cock and 15mm CP brass non-return valve complete including making connections with 15mm dia CP connecting pipes on inlet and outlet, suitable length of power cable and 15 amps plug (Venus or approved equivalent). 173 Capacity 25 Litres Model 25 GV 174 Providing and fixing fully automatic Hand dryer Euronics Model-EH 26 NW or equvalant ,including all fittings complete in all respect. 175 Providing and fixing Air Purifier Euronics Model-EA 24 or equvalant ,including all fittings complete in all respect. 176 Soil, Waste, Vent & Rain Water Pipes 177 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : form work. 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) 178 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1mx1mx400micron, finished with 12mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. 179 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. 180 Providing and fixing SWR uPVC pipes (Type-B) confirming to IS 13592 : 1992 complete with all fittingse.g. plain or door bends, junctions, cowls, offsets, access pieces etc. jointing with rubber rings and solvent cement including fixing the pipes on wall face with galvanized iron holder bat clamps or suspended below ceiling with galvanized iron hangers/supports and fasteners all as approved by the engineer in charge including Cutting holes inwalls, floors excavation, refilling and disposal of surplus earth wherever required and making good . The rates shall be inclusive of painting of all supports and clamps with a coat of red oxide primer and two or morecoats of synthetic enamel paint of approved colour and Qualitytogivean even shade including surface preparation.(Sample ofholder bat clamps,hangers / supports to be approved by the Engineer-in-Charge.) 181 110 mm OD 182 Providing and fixinguPVC agricultural pipes conforming to IS:4985 (6 kg/sqcm) including all fittings, e.g. couplings, tees, bends, reducers and screwedadoptors jointing with solvent cement joint as per manufacturers recommendations. [for Waste Connections Pipes] 183 40 mm OD 184 63 mm OD 185 Providing and fixing uPVCP-Trap with extension piece including setting with cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 hand stone ballast 20 MM nominal size) the inlet from floor level to trap rim to be grouted and cemented neat manner including cutting and making good the floor & wall wherever requiredcomplete in all respects 186 110 mm inlet and 110 mm outlet. 187 Providing and fixing in position 110x63 mm OD uPVC reducing elbow including fix to floor with cement mortar. 188 Providing and fixing 110 mm OD uPVC inlet fitting/ Extension Piece with 2 or 3 inletsof 40 to 63 mm OD, fixed to uPVC trap with solvent cement joint and set in cement concrete as per drawing complete. 189 Providing and fixinguPVC agricultural pipes conforming to IS:4985 (6 kg/sqcm) including all fittings, e.g. couplings, tees, bends, reducers and screwedadoptors jointing with solvent cement joint as per manufacturers recommendations. [for Rain Water Pipes] 190 160 mm OD 191 110 mm OD 192 Providing and fixing of GI clamps with EPDM rubber lining Zinc plated for support of vertical rain water pipes, embedded in walls with anchor fastner etc. including cost of cutting holes and making good the walls complete in all respects. 193 For 100 mm dia Pipe 194 For 160 mm OD Pipe 195 Providing and fixing in position 125x125 mm stainless steel grating for floor trap/floor drain including fix to floor with cement mortar. 196 Water Supply System 197 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. 198 Concealed work including cutting chases and making good the walls etc. 199 20 mm nominal outer dia .Pipes. 200 25 mm nominal outer dia .Pipes. 201 32 mm nominal outer dia .Pipes. 202 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. 203 Internal work - Exposed on wall 204 20 mm dia nominal bore 205 25 mm dia nominal bore 206 32 mm dia nominal bore 207 40 mm dia nominal bore 208 Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : 209 20 mm dia nominal bore 210 25 mm dia nominal bore 211 32 mm dia nominal bore 212 40 mm dia nominal bore 213 Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work : 214 20 mm dia nominal bore 215 25 mm dia nominal bore 216 32 mm dia nominal bore 217 40 mm dia nominal bore 218 Providing and fixing forged brass ball valve of brass body with hard chrome plated steel ball inside PTFE (Teflon) seat & ring with chrome plated centre handle with female BSP threads complete in all respects. 219 20 mm nominal bore 220 25 mm nominal bore 221 32 mm nominal bore 222 40 mm nominal bore 223 Providing and fixing Thermoflex or Kaiflex thermal insulation tubing a elastomeric flexible material having hermetic blister closed cell structure of expanded synthetic rubber over pipes of following nominal bores and thickness including all required accessories complete as per specification. 224 6 mm thick (Concealed Pipes) 225 For 20 mm dia Pipe 226 Providing and fixing forged brass single acting air release valve with screwed inlet 25 mm dia. 227 Providing and fixing threaded end brass digital water meter complete in all respect. 228 32 mm dia. 229 Providing and fixing of Single phase electrical actuator operated wafer type rubber lined butterfly valve with by pass arrangement as per drawing attached including level controller, 3 nos. normal butter fly valves,necessary control and Power cables ( Maximum 10 M. Length of each type) and control panel installed on OH tank filling line near the tanks complete in all respects. 230 32 mm dia. 231 Providing and placing on terrace (at all floor levels) polyethylene waterstorage tank, IS : 12701 marked, with cover and suitable lockingarrangement and making necessary holes for inlet, outlet and overflowpipes but without fittings and the base support for tank. 232 Sewerage System 233 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 234 All kinds of soil 235 Excavating trenches of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil as directed, within a lead of 50m. 236 All kinds of soil 237 Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia. 238 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 239 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : For Bed Concrete of Sewer Lines. 240 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) 241 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design : 242 180x150 mm size P type 243 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 244 Providing, laying and jointing HDPE Double Wall Coil (DWC) SN-8 Grade pipes confirming to IS: 16098including all fittings wherever required e.g., tees, bends of any degree, couplings, adapters, plugs, unions etc. and jointing as manufacturer recommondation etc. including testing of joints etc. complete. 245 150 mm dia. 246 200 mm dia. 247 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone- III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : 248 Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : 249 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 250 Extra for depth for manholes : 251 Size 90x80 cm 252 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 253 Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS : 1786 having minimum cross section as 23 mmx25mm and over all minimum length 263 mm and width as 165mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufactures permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. 254 Part-C (Fire Fighting System) 255 Supplying, installation, testing and commissioning of electric driven terrace pump suitable for automatic operation and consisting of following, complete in all respects, as required: (Terrace Pump) 256 Horizontal type, multistage, centrifugal, split casing pump of cast iron body & bronze impeller with stainless steel shaft, mechanical confirming to IS : 1520 257 Suitable HP squirell cage induction motor TEFC typesuitable for operation on 415 volts, 3 phase, 50 Hz, AC supply with IP55 class of protection for enclosure, horiziontal foot mounted type with Class-F insulation, conforming to IS-325. 258 M.S.fabricated common base plate, coupling, coupling guard, foundation bolts etc.as required. 259 Suitable cement concrete foundation duly plastered and with anti vibration pads. 260 450 LPM at 35 m Head 261 Providing laying, testing & commissioning of C class heavy duty MS Pipe conforming to IS 1239/3589 i/c fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. in ground including welding, excavation & providing cement concrete blocks as supports, anticorrosive treatment with coaltar/asphalt tape as per IS 10221, refilling the trench etc. of following sizes complete as required. 262 100 mm dia. 263 Providing, laying, testing & commissioning of C class heavy duty MS pipe conforming to IS 3589/IS 1239 including Welding, fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required : 264 25 mm dia 265 80 mm dia 266 100 mm dia 267 Providing, laying, testing & commissioning of B class heavy duty G.I. pipe conforming to IS 1239 including welding, fittings like elbows, tees, flanges, tapers, nuts, bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required : 268 80 mm dia. 269 Supplying and fixing single headed internal hydrant valve with instantaneous Gunmetal/Stainless Steel coupling of 63 mm dia with cast iron wheel ISI marked conforming to IS 5290 (Type -A) with blank Gunmetal/Stainless Steel cap and chain as required : 270 Single headed Stainless steel 271 Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts,washers, gaskets conforming to IS 13095 of following sizes as required : 272 80 mm dia 273 100 mm dia 274 Supplying and fixing orifice plate made out of 6 mm thick stainless steel (Grade 304) with orifice of required size to be fitted between flange & landing valve of external and internal hydrants to reduce pressure at the outlet to the level of 3.5 kg/cm2 complete as required. 275 Providing, installation, testing and commissioning of non-return valve of following sizes confirming to IS:5312 complete with rubber gasket, GI bolts, nuts,washers etc.as required : 276 100 mm dia 277 Providing, installation, testing and commissioning of stainless steel Y-strainer fabricated out of 1.6 mm thick stainless steel, Grade 304, sheet with 3 mm dia holes with stainless steel flange. 278 100 mm dia 279 Supplying and fixing 63 mm dia, 15 m long RRL hose pipe with 63 mm dia male and female couplings duly bound with GI wire, rivets etc. conforming to IS 636 (type-A) as required : 280 Stainless Steel (Grade 304) 281 Supplying and fixing first-aid Hose Reel with MS construction spray painted in post office red, conforming to IS 884 complete with the following as required. 282 20 mm nominal internal dia water hose thermoplastic (Textile reinforced) type -2 as per IS: 12585 283 20 mm nominal internal dia gun metal globe valve & nozzle. 284 Drum and brackets for fixing the equipmets on wall. 285 Connections from riser with 25 mm dia stop gun metal valve & M.S. Pipe and socket. 286 40 m 287 Supplying & fixing 63 mm dia gun metal short branch pipe with 20 mm nominal internal diameter size nozzle conforming to IS 903 suitable fornstantaneous connection to interconnect hose pipe coupling as required : 288 Stainless Steel (Grade 304) 289 Supplying and fixing of fire brigade connection of cast iron body with gun metal male instantaneous inlet couplings complete with cap and chain as reqd. for suitable dia MS pipe connection conforming to IS 904 as required : 290 2 way - 100 mm dia M.S. Pipe 291 Supplying and fixing air vessel made of 250 mm dia, 8 mm thick MS sheet, 1200 mm in height with air release valve on top and flanged connection to riser, drain arrangement with 25 mm dia gun metal wheel valve with required accessories, pressure gauge and paintingwith synthetic enamel paint of approved shade as required. 292 Providing and fixing MS partly glazed single/double hung lockable shutter fabricated from MS section as required with5 mm thick glass for fire station complete including stove enamelled painting of door and frame and words Fire Hydrant written on glass, suitable to accommodate 2 Hydrant landing valves, 1 fire hose reel, 2 nos.15m long 63 mm dia hose,1-branch pipe, 1no. fire mans axe, fire extiguishers 2 nos, including suitably mounted on a raisedmasonry platform as required. (Approx.size 0.90 m x 2.1m ) 293 Providing and fixing dial type pressure gauge with isolation cock and pipe at hydrant station. Dial diameter 100 mm caliberation, 0-15 kg 294 Providing andfixing resilient rubber neoprene lined single archvibration eliminators with unit control suitable for raw water upto 450C temperature workingpressure 25 kg andtestpressure 37.5 kg/cm2. 295 100 mm dia 296 Design, manufacture, supplying,fixing in position, testing and commissioning of the following front operated cubicle type, front access 2mm thick mild steel sheet, free standing, dust and vermin proof, switchboard with IP42 protection with hinged and lockable doors complete with interconnections, tinned copper crimping lugs, bonding to earth and painting, suitable for use at 415 volts, 3 phase 4 wire 50 Hz system and suitable for a fault level of 25 MVA symmetricalat 415 volts. 297 MCC for Fire Fighting Pumps at Terrace 298 INCOMING: 299 a) One 100 amp. TP +NL M.C.C.B. with rotary handle of breaking capacity 25 KA 300 b) One-Volt Meter (0-500 V) with selector switch 301 c) One Set indicating lamps 302 BUS BARS OUTGOING 303 a) 100 Amp TPN BUS BAR (Aluminium). 304 b) One - 63 Amp.TP +NL M.C.C.B. with rotary handle of breaking capacity 35KA 305 c) One FullyAutomatic D.O.L Starter suitable for Jockey Pump Motor 15 KW with over loadrelay,timer push buttons and Auto/Manual selector switch 306 d) One panel type Amp. meters onefor each motor with ASS. CTS etc. 307 e) One sets of On/Off - neon indicating lamp. 308 i) All interconnecting power &control wires/cables suitable size within thepanel andfrom panel to motors , pressure switches, level switches, cable Tray, pipes etc. includingbrass glands terminationwithin fire pump house and earthing as per specifications. 309 Providing and fixing carbon-di-oxide type fire extinguishers consisting of welded M.S. cylindericalbody, squeeze lever discharge valve fitted with pressure indicating guage internal discharge tube 30 cms long high pressure discharge hose, discharge nozzle, suspension bracket conforming to IS:15683 finished externally with red enamel paint and fixed to wall with brackets complete with internal charge. 310 Capacity 4.5 Kg. 311 Providing and fixing ABC Powder type fire extinguishers consisting of welded M.S. cylindericalbody, squeeze lever discharge valve fitted with pressure indicating guage internal discharge tube 30 cms long high pressure discharge hose, discharge nozzle, suspension bracket conforming to IS:15683 finished externally with red enamel paint and fixed to wall with brackets complete with internal charge. 312 Capacity 6.0 Kg. 313 Supply and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 314 20 mm 315 25 mm 316 32 mm 317 FOR TV & TELEPHONE 318 Supply and fixing of following sizes of 25mm medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 319 Supply and fixing of following sizes of 32mm medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 1
Uttar Pradesh View Result →
29.
Heavy Industries and Public Enterprises #9468584 Technical Bid
Tender For Construction Of Proposed Entrance Gate, Security Hut, Public Toilet, Bus Shelter, Fire Station, Ev Charging Station Civil Works, Integrated Command And Control Center At Kavi Nagar Ia Ghaziabad - 1 Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.All kinds of soil 2 Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 min width or 10 sqm on plan), including dressing of sides and ramming ofbottoms, for all lift, including getting out the excavated soil and disposalof surplus excavated soil as directed, within a lead of 50 m. 3 Earth -work in exacavation in foundation in ordinary soil, loam, clay or sand including lift upto 1.5m & lead upto 30m including filling watering & ramming of excavated earth in to the trunches or in to the space between the building & the side of foundation tranches or in to the plinth removal & disposal of surplus earth as directed by engineer in charge upto a distance of 30m from the foundation trenches. (Excluding Royalty) 4 CARRIAGE OF MATERIALS By Mechanical Transport including loading, unloading and stacking of Earth up to 1 km 5 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 6 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 7 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) 8 Providing and laying Cement concrete 1:4:8 (1 cement : 4coarse sand : 8 graded stone ballast 40 mm nominal size) including supply of all materials.labour and T&P etc. required for proper completion of the work and curing complete. also including cost of formwork in foundation 9 Making R.C.C. apron Drain with apron (analysis). 10 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6graded stone aggregate 20mm nominal size) over 75mm bed by dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth 11 Supplying chemical emulsion in sealed containers including delivery as specified. 12 Chlorpyriphos emulsifiable concentrate of 20% 13 Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: 14 With Chlorpyriphos E.C. 20% with 1% concentration 15 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 16 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 17 Cement mortar 1:4 (1 cement : 4 coarse sand) 18 Cement mortor 1:6 (1 cement :6 coarse sand 19 Providing and laying Autoclaved Aerated concrete (AAC) blocks masonry with 150mm/230mm/300 mm thick with Grade-I AAC blocks of density 551 to 650 kg/ cum conforming to IS: 2185 (Part 3) in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for seperately). 20 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand) 21 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level inall shapes and sizes in : Cement mortar 1:6 (1 cement :6 coarse sand) 22 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. 23 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per 1S: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.:Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 24 All works upto plinth level 25 All works above plinth level upto floor V level 26 T.M.T.-FE-500 steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastage & over lapping & hooks. 27 Up to Plinth Lvl- 28 Above Plinth Lvl- 29 Add for using extra cement in the items of design mix over and above the specified cement content therein. 30 Centering and shuttering including strutting, propping etc. and removal of form for 31 Foundations, footings, bases of columns, etc. for mass concrete 32 Lintels, beams, plinth beams, girders, bressumers and cantilevers 33 Columns, Pillars, Piers, Abutments, Posts and Struts 34 Suspended floors, roofs, landings, balconies and access platform 35 Shelves (Cast in situ) 36 Stairs, (excluding landings) except spiral-staircases. 37 Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like 38 Weather shade, Chajjas, corbels etc., including edges 39 Edges of slabs and breaks in floors and walls 40 Under 20 cm wide 41 Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc., including cost of de-shuttering and decentering at alllevels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan areato be measured). 42 Suspended floors, roofs, landings, beams and balconies (Plan area to be measured) 43 Steel work welded in built up sections/ framed work, including cutting,hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works 44 Providing and fixing carbon steel galvanised ( minimum coating 5 micron) dash fastener of 10 mm dia double threaded 6.8 grade (yield strength 480 N/mm2), counter sunk head, comprising of 10 mm dia polyamide PA 6 grade sleeve, including drilling of hole in frame , concrete/ masonry, etc. as per direction of Engineer-in-charge. 45 10 x 140 mm 46 Providing & fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc. including welding, grinding, buffing, polishing & making curvature (wherever required) & fitting the same with necessary stainless steel nuts & bolts complete i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Eng-in-charge. (weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) 47 Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 48 Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately) 49 Providing and fixing angle iron frames for doors, windows and ventilators of mild steel angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge. 50 Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). 51 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 52 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to steel windows by welding 53 Supply and fixing Mosquitos proof jail having 5 mesh each cm. Made of 24 B.WG wire heavy quality and including cost of 25x5 mm flat iron around the jali, welding etc comlete. 54 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) 55 15 mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement: 6 coarse sand) 56 15 mm thick plinth plaster [1 cement : 4 coarse sand] 57 6 mm thick plinth plaster [1 cement : 3 FINE sand] 58 Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. 59 Extra for plastering done on moulding, cornices or architraves including neat finish to line and level: 60 In two coats 61 Providing and fixing 18mm thick gang saw cut (premoulded and prepolished) machine cut for kitchen platforms, vanity counters, window sills , facias and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edge to give high gloss finish etc. complete at all levels. 62 Granite of any colour and shade 63 Area of slab over 0.50 Sqm.( For Counter) 64 Extra for fixing marble / granite stone over and above corresponding basic item, in facia and drops of width upto 150mm with epoxy resin baesd adhesive including cleaning etc. complete. 65 Extra for providing opening of required size & shape for wash basins/ kitchen sink in kitchen platform, vanity counters and similar location in marble/Granite/Stone work including necessary holes for pillar taps etc. including rubbing and polishing of cut edge etc. complete. 66 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 67 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3kg/ sq.m including pointing the joints with white cement and matching pigments etc., complete. 68 Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand),ointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. (Size of tiles 600x600mm) [Flooring] 69 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete. (Size of tiles 600x600mm) [Skirting] 70 Providing and laying vitrified floor tilesin different size (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand)including grouting the joints with white cement and matching pigments @3.3kg/sqmetc., complete. Size of Tile 1000x1000 mm 71 Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. 72 Glazed Vitrified tiles Matt/Antiskid finish of size 73 size Size of Tile 600x600 mm 74 Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting and finishing complete as per direction of Engineer-in-charge. Size of Tile 600x600 mm 75 25mm Thick Kota Stone Slab flooring over 20mm (average) thick base laid over and jointed with grey cement slurry mix with pigment to match the shade of slab includig rubbing and polishing complete with base of cement morter. 76 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete 77 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 78 40 mm thick with 20 mm nominal size stone aggregate 79 Providing wood work in frames of doors, windows, clerestory windowsand other frames, wrought framed and fixed in position with hold fast lugsor with dash fasteners of required dia & length (hold fast lugs or dashfastener shall be paid for separately). 80 Second class teak wood 81 Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick : 82 Float glass panes 83 4 mm thick glass pane (weight not less than10kg/sqm). 84 Providing and fixing of flush door shutters commercial quality conforming to IS : 2202 Part I (1983) including fixing fixing of wooden cleats & stoppers and including fixing and adjustment of hinges, bolts locks, handles, springs and other fittings but excluding their supply and including painting with two coats of black Japan paint on all iron fitting if necessary. Fitting with necessary screws to be supplied departmentally. 85 35 mm thick 86 Providing and fixing of Flush doors commercial quality conforming to I.S. 2202 part-I (1983) including fixing of wooden cleats and stoppers and including fixing and adjustment of hinges, bolts locks, handles spring fitting with necessary screws to be supplied departmentally. 35 mm thick 87 (a) Single leaf 88 Extra for Providing and fixing flush doors with decorative veneeringinstead of non decorative ISI marked flush door shutters conforming toIS: 2202 (Part I) for both side 89 Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). 90 Extra for cutting rebate in flush door shutters (Total area of the shutter to be measured). 91 Extra for providing vision panel not exceeding 0.1 sqm in all type of flush doors (cost of glass excluded) (overall area of door shutter to be measured): 92 Providing and fixing wooden moulded beading to door and window frames with iron screws, plugs and priming coat on unexposed surface etc. complete : 93 2nd class teak wood 94 50x12 mm 95 Providing and fixing aluminium Tower Bolts ISI marked anodised transparent or dyed to required colour or shade with necessary screws etc. complete(250x10mm) 96 Providing and fixing aluminium Sliding Door Bolts ISI marked anodised transparent or dyed to required colour or shade with necessary screws etc. complete(300x16) 97 Providing and fixing aluminium Sliding Door Bolts ISI marked anodised transparent or dyed to required colour or shade with necessary screws etc. complete(250x16) 98 Providing and fixing aluminium hanging floor door stopper, ISI marked , anodised transparent or dyed to required colour and shade with necessary screws etc. complete. Single rubber stopper 99 Providing and fixing 150 mm bright finished floor brass door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete. 100 Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparentor dyed to required colour or shade, with nuts and screws etc. complete 250 X 16 mm 101 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyedto required colour or shade, with necessary screws etc. complete : 102 (a) 250 mm x 10mm 103 (b)150x10 mm 104 Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 125 mm 105 100 MM 106 Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. 107 Twin rubber stopper 108 Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISi, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. 109 Providing and fixing bright finished brass 100 mm mortice latch and lock, ISI marked, with six levers and a pair of anodised (anodic coating not less than grade AC 10 as per IS : 1868) aluminium lever handles of approved quality with necessary screws etc. complete. 110 Providing and fixing aluminium casement stays, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. 111 Providing & Fixing decorative high pressure laminated sheet of plain / wood grain in gloss / matt / suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 Type S, including cost of adhesive of approved quality. 112 1. mm thick 113 Providing and fixing factory made uPVC glazed/wire mesh windows/ doors comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced with galvanized mild steel section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and lnline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware, SS304 grade fasteners of minimum 8 mm dia with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367 : Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all comers, including drilling of holes for fixing hardware and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of approved size and quality, all complete as per approved drawing confonning to CPWD specification & direction of Engineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge.Wire mesh I Glazing of plain/ toughened/ laminated/ double glass unit with I without high perfonnance coatings as per design requirements and confonning to IS: 3548 & IS: 16231 shall be paid separately.Note:- Structural design proof checked from a Government Engineering Institute, to be provided by the manufacturer for :(i)Sites with basic wind speed > 45 m/sec as per IS 875 - Part 3(ii)Sites with structure height more than 20m for all wind speeds 114 Two track two panelsslidingwindowwithAluminium channel for roller track, wool pile, nylon rollers with SS 304 body.Using R2 series with frame (40 mm & above) x (40 mm & above) & sash (25 mm & above) x (50 mm & above) with zinc alloy (zamak) powder coated touch locks with hook (Height upto 1.2 metre). 115 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 116 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.including cost of all material labour T&P etc complete required for proper completion of the work 117 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two or more coats on new work over an under coat of suitable shade with wooden primer of approved brand and manufacture including cost of all material Labour T&P etc complete required for proper completion of the work 118 Same as itemabovebutonnew wood surface. 119 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water thinnable priming coat with cement primer 120 Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm) 121 New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm 122 Finishing walls with Acrylic smooth exterior paint of required shade: - New work (Two or more coats applied @ 1.43 Itr/10 sqm overand including priming coat of exterior primer applied @ 0.90 litre/10 sqm) 123 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes 124 French spirit polishing :13.68.1 Two or more coats on new works including a coat of wood filler 125 Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade : Two or more coats on new work 126 Finishing with Epoxy paint (two or more coats) at all locations preparedand applied as per manufacturers specifications including appropriatepriming coat, preparation of surface, etc. complete. 127 Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : 128 For fixed portion 129 Powder coated aluminium (minimum thickness of powder coating 50 micron) 130 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): 131 With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) 132 Filling the gap in between aluminium/ stone/ wood frame and adjacent RCC/Brick/ Stone/ wood/ Ceramic/ Gypsum work by providing weather/ structural non sag elastomeric PU sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete, complying to ASTM C920, DIN 18540-F & ISO 11600 133 Upto 5mm depth and 5 mm width 134 Painting top of roofs with bitumen of approved quality@ 17kg per 10 sqm impregnated with a coat of coarse sand at 60 cudm per 10 sqm, including cleaning the slab surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil complete : 135 With residual type petroleum bitumen of grade VG -10 136 10 cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar mixed with bhusa @ 35 kg per cum of earth and gobri leaping with mix 1:1 (1 clay : 1 cow dung) and covered with flat tile bricks, grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement and finished neat: 137 With common burnt clay F.P.S.(non modular) brick tile of class designation 1O 138 Providing & laying brick Coba 120 mm thick laid with M-150 class brick bat coba 7.50 cm thick with gap of 15mm to each other, over 20mm thick base of cement mortar 1:4 cement and coarse sand mixed with water proofing compound spreading cement slurry mixed with acrylic cement concrete water proofing compound filled gaps of 139 coba & top of coba mortar mixed with water proofing compound in 1:4 cement and coarse sand mortar finished smooth & top mashed false square 30 cm x 30 cm and side wall parapet shall be mono lythic plaster wall upto 30cm higher and junction and corner shall be rounded by brick 140 ballast cement and coarse sand masonry coba with top finished plaster mixed with acetic water proofing compound @ 2% by weight & including S/o all material, labour T & P etc complete for proper completion of work. 141 Providing and laying gola 75x75mm in cement concrete M15 grade including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design in 75x75 mm deep chase. 142 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. 143 Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron Y shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape (R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) 144 Supply and installation of stainless steelBus sheltor as per attached quotation 145 Providing and fixing EV CHARGING as per attached quotation 146 Providing and Fixing door frame fabricated from sections roll formed out of 1.2mm thick galvanized steel (Base steel as per IS 513) with zinc of 120 gms/sq.mtr. The overall size of the section should be 105x60mm with rebate of 37mm for shutter. The frame section should be cut to length and metre joined with corner brackets made of CRCA electroplated.The frame should be provided with (a) 3 Nos. of M.S. powder coated 4” Butt hinges of 2mm thickness welded to the frame. (b) 6 Nos. of 1.2mm thick CRCA electroplated stiffeners should be welded to frame.(c) 6 Nos. of 8” M.S. hold fasts with split end tail welded to stiffener plates.(d) One no. aldrop receiver.(e) Each frame should be provided with 25x50mm tie rod at bottom. All welded places should be treated with protective coat of zinc rich primer.The entire frame should be provided with a coat of etched primer. 147 Providing & Fixing of window made of pre painted steel ( base Steel as per IS -513of 0.58 mm thick D quality galvanizedas per IS 277 with Zink of 120 GSM ) primer coated with epoxy primer of 5-7 microns thick , finish painted with a polyester paint of 12 -16 microns thick and back coatedwith 5-7 microns thick alkyd backer .section of outerframe should be of72 x 55 mm , centre mullion should be of72 x 50 mm , section for fixed glass beadingshould be of12 x 12 mm and sectionfor shutter should be of47 x 20 mm , outer frame and mullion section to have rebate forglazed shutters , flymesh shutters and 20 mm provision for gaurd bars / grill fly mesh shutters section should be of 20 x 40 mm. The section are to be cut to length mitre jointed with corner bracket , centre mullion to be fixed with mullion cap .Elixir or equivalent stay, handles 2nos of heavy dutystain less steel pivot hinges shall be provided per shutter. The windows should be paneled with 4 mm thick plain float glass and S.S. Mesh for fly mesh shutter (304 grade). Rubber Gaskets are provided all around the glass. The above frames should be fixed to the concrete/masonry wall by means of self expanding screws. Including 10mm squareguard bars with 6” (152.4mm) pitch, complete for finish item of work 148 Under ground water tank 149 PART B(PLUMBING WORKS ) 150 Sanitary Fixtures & CP Brass Fittings 151 Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting,of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres),including seat cover, and cistern fittings, nuts, bolts and gasket etc complete. 152 Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml consumption), havingwater inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge. 153 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: 154 White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps 155 White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap 156 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS 13983 with C.I. brackets and stainless steel plug 40 mm including painting of fittings and brackets, cutting and making good the walls wherever required : 157 Kitchen sink with drain board 510x1040 mm, bowl depth 200mm. 158 Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. 159 Providing and fixing P.V.C. Waste pipe for sink or wash basin including P.V.C. waste fittings complete. 160 Semi rigid pipe 161 40 mm dia. 162 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 163 Providing and fixing toilet paper holder : 164 C.P. brass 165 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 166 15 mm nominal bore 167 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 168 15 mm nominal bore 169 Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. 170 Providing and fixing uplasticised PVC connection pipe with brass unions : 171 45 cm length 172 15 mm nominal bore 173 Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. 174 Providing and fixing C.P. cast brass twin coat hooks fixed to PVC rawl plug with SS screws Jaquar model. No. AKP-35761P or approved equivalent. 175 Providing and fixing health faucet with 1 m long flexible tube and wall hook including all fittings Jaquar model No.ALD-CHR-593N or approved equivalent. 176 Providing and fixing 15mm C.P brass Sink Mixer Jaquar Model. No. CON-309KN or approved equivalent.) for kitchen sink with swinging spout complete. Including cutting and making good the walls wherever required . 177 Providing and fixing of C.P. brass 600 mm size towel railJaquar Model.No. AKP-35711P or equivalent fixed with C.P. brass screws complete in all respects. 178 Providing and fixing of C.P. brass Soap Dish MakeJaquar Model. AKP-35731P or equivalent) fixed with C.P. brass screws complete in all respects. 179 Providing and fixing Grab Bar Jaquar Model No. AKP-35701P or approved equivalent,Including cutting and making good the walls wherever required 180 Providing and fixing 150 litre/ hr. cooling and storage capacity,fully stainless steel electric storage type water cooler ( Blue Star model No. SDLX 15150 or equvalant) with inlet hose connection inbuilt float valve. 2 Nos. outlet foucet, drain tray with waste and pipe up to fllor trap heavy compressor and wire up to socket, 3 pin plug etc complete in all respect. 181 Supplying, installation, testing and commissioning of skid mounted fully automatic Reverse Osmosis System of output capacity 50 litres / hour designed at a minimum Flux at inlet complete as required. 182 Providing and Fixing of shower set comprising of one no. CP brass wall mixer Jaquar model-FUS-29273UPR, C.P. one no. Brass OH shower head & one no. Shower Arm Make Jaquar Model No.OHS-1799 + SHA-483 or approved equivalent. 183 Providing and fixing vertical storage type hot water heater fixed to wall with anchor bolts & nuts, 15mm CP brass angle stop cock and 15mm CP brass non-return valve complete including making connections with 15mm dia CP connecting pipes on inlet and outlet, suitable length of power cable and 15 amps plug (Venus or approved equivalent). 184 Capacity 25 Litres Model 25 GV 185 Providing and fixing fully automatic Hand dryer Euronics Model-EH 26 NW or equvalant ,including all fittings complete in all respect. 186 Providing and fixing Air Purifier Euronics Model-EA 24 or equvalant ,including all fittings complete in all respect. 187 Soil, Waste, Vent & Rain Water Pipes 188 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : form work. 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) 189 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1mx1mx400micron, finished with 12mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. 190 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. 191 Providing and fixing SWR uPVC pipes (Type-B) confirming to IS 13592 : 1992 complete with all fittingse.g. plain or door bends, junctions, cowls, offsets, access pieces etc. jointing with rubber rings and solvent cement including fixing the pipes on wall face with galvanized iron holder bat clamps or suspended below ceiling with galvanized iron hangers/supports and fasteners all as approved by the engineer in charge including Cutting holes inwalls, floors excavation, refilling and disposal of surplus earth wherever required and making good . The rates shall be inclusive of painting of all supports and clamps with a coat of red oxide primer and two or morecoats of synthetic enamel paint of approved colour and Qualitytogivean even shade including surface preparation.(Sample ofholder bat clamps,hangers / supports to be approved by the Engineer-in-Charge.) 192 110 mm OD 193 Providing and fixinguPVC agricultural pipes conforming to IS:4985 (6 kg/sqcm) including all fittings, e.g. couplings, tees, bends, reducers and screwedadoptors jointing with solvent cement joint as per manufacturers recommendations. [for Waste Connections Pipes] 194 40 mm OD 195 63 mm OD 196 Providing and fixing uPVCP-Trap with extension piece including setting with cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 hand stone ballast 20 MM nominal size) the inlet from floor level to trap rim to be grouted and cemented neat manner including cutting and making good the floor & wall wherever requiredcomplete in all respects 197 110 mm inlet and 110 mm outlet. 198 Providing and fixing in position 110x63 mm OD uPVC reducing elbow including fix to floor with cement mortar. 199 Providing and fixing 110 mm OD uPVC inlet fitting/ Extension Piece with 2 or 3 inletsof 40 to 63 mm OD, fixed to uPVC trap with solvent cement joint and set in cement concrete as per drawing complete. 200 Providing and fixinguPVC agricultural pipes conforming to IS:4985 (6 kg/sqcm) including all fittings, e.g. couplings, tees, bends, reducers and screwedadoptors jointing with solvent cement joint as per manufacturers recommendations. [for Rain Water Pipes] 201 160 mm OD 202 110 mm OD 203 Providing and fixing of GI clamps with EPDM rubber lining Zinc plated for support of vertical rain water pipes, embedded in walls with anchor fastner etc. including cost of cutting holes and making good the walls complete in all respects. 204 For 100 mm dia Pipe 205 For 160 mm OD Pipe 206 Providing and fixing in position 125x125 mm stainless steel grating for floor trap/floor drain including fix to floor with cement mortar. 207 Water Supply System 208 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. 209 Concealed work including cutting chases and making good the walls etc. 210 20 mm nominal outer dia .Pipes. 211 25 mm nominal outer dia .Pipes. 212 32 mm nominal outer dia .Pipes. 213 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. 214 Internal work - Exposed on wall 215 20 mm dia nominal bore 216 25 mm dia nominal bore 217 32 mm dia nominal bore 218 40 mm dia nominal bore 219 50 mm dia nominal bore 220 Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : 221 20 mm dia nominal bore 222 25 mm dia nominal bore 223 32 mm dia nominal bore 224 40 mm dia nominal bore 225 50 mm dia nominal bore 226 Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work : 227 20 mm dia nominal bore 228 25 mm dia nominal bore 229 32 mm dia nominal bore 230 40 mm dia nominal bore 231 50 mm dia nominal bore 232 Providing and fixing forged brass ball valve of brass body with hard chrome plated steel ball inside PTFE (Teflon) seat & ring with chrome plated centre handle with female BSP threads complete in all respects. 233 20 mm nominal bore 234 25 mm nominal bore 235 32 mm nominal bore 236 50 mm nominal bore 237 Providing and fixing Thermoflex or Kaiflex thermal insulation tubing a elastomeric flexible material having hermetic blister closed cell structure of expanded synthetic rubber over pipes of following nominal bores and thickness including all required accessories complete as per specification. 238 6 mm thick (Concealed Pipes) 239 For 20 mm dia Pipe 240 Providing and fixing forged brass single acting air release valve with screwed inlet 25 mm dia. 241 Providing and fixing threaded end brass digital water meter complete in all respect. 242 25 mm dia. 243 32 mm dia. 244 Providing and fixing of Single phase electrical actuator operated wafer type rubber lined butterfly valve with by pass arrangement as per drawing attached including level controller, 3 nos. normal butter fly valves,necessary control and Power cables ( Maximum 10 M. Length of each type) and control panel installed on OH tank filling line near the tanks complete in all respects. 245 32 mm dia. 246 Providing and placing on terrace (at all floor levels) polyethylene waterstorage tank, IS : 12701 marked, with cover and suitable lockingarrangement and making necessary holes for inlet, outlet and overflowpipes but without fittings and the base support for tank. 247 Sewerage System 248 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 249 All kinds of soil 250 Excavating trenches of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil as directed, within a lead of 50m. 251 All kinds of soil 252 Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia. 253 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 254 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : For Bed Concrete of Sewer Lines. 255 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) 256 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design : 257 180x150 mm size P type 258 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 259 Providing, laying and jointing HDPE Double Wall Coil (DWC) SN-8 Grade pipes confirming to IS: 16098including all fittings wherever required e.g., tees, bends of any degree, couplings, adapters, plugs, unions etc. and jointing as manufacturer recommondation etc. including testing of joints etc. complete. 260 150 mm dia. 261 200 mm dia. 262 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone- III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : 263 Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : 264 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 265 Extra for depth for manholes : 266 Size 90x80 cm 267 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 268 Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS : 1786 having minimum cross section as 23 mmx25mm and over all minimum length 263 mm and width as 165mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufactures permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. 269 Fire Fighting System 270 Providing and fixing carbon-di-oxide type fire extinguishers consisting of welded M.S. cylindericalbody, squeeze lever discharge valve fitted with pressure indicating guage internal discharge tube 30 cms long high pressure discharge hose, discharge nozzle, suspension bracket conforming to IS:15683 finished externally with red enamel paint and fixed to wall with brackets complete with internal charge. 271 Capacity 4.5 Kg. 272 Providing and fixing ABC Powder type fire extinguishers consisting of welded M.S. cylindericalbody, squeeze lever discharge valve fitted with pressure indicating guage internal discharge tube 30 cms long high pressure discharge hose, discharge nozzle, suspension bracket conforming to IS:15683 finished externally with red enamel paint and fixed to wall with brackets complete with internal charge. 273 Capacity 6.0 Kg. 274 CONDUIT COST 275 Supply and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 276 20 mm 277 25 mm 278 32 mm 279 FOR TV & TELEPHONE 280 Supply and fixing of following sizes of 25mm medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 281 Supply and fixing of following sizes of 32mm medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 1
Uttar Pradesh View Result →
30.
Public Administrative Department #9466543 Technical Bid
Tender For Work Of Setting Up A Gazebo In Front Of The Canteen Located In Dr. Ram Manohar Lohia Park Under Gomti Nagar Scheme - Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : Of area 3 sq. metres and belowDSR 15.12.1 2 Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. completeDSR 13.88 3 Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortarDSR 15.7.4 4 Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.For thickness of tiles 10 mm to 25 mmDSR 15.23.1 5 Demolishing R.C.C. work manually/ by mechanical means includingstacking of steel bars and disposal of unserviceable material within50 metres lead as per direction of Engineer - in- charge. 6 Providing and fixing factory made uPVC glazed/wire mesh windows/ doors comprising of lead free uPVC multi chambered frame, sash and mullion/coupler (where ever required)extruded profiles having minimum wall thickness of .70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced with galvanized mild steel section made of required shape & size as per CPWD specification, uPVC extruded glazing beads, interlocks and Inline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8 mm dia with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367: Part 1 To 14, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame, sash 7 mullion (if required) shall be mitred cut and fusion welded/ mechanically jointed duly sealed at all corners, including drilling of holes for fixing hardware and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rof of approved size and quality, all complete as per approved drawing conforming to CPWD specification & direction of Engineer-in-charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-charge.Wire mesh/ Glazing of plain/ toughened/ laminated/ double glass unit with/ without high performance coatings as per design requirements and conforming to IS: 3548 & IS16231 shall be paid separately.Note:- Structural design proof checked from a Government Engineering Institute, to be provided by the manufacturer for: (i) Sites with basic wind speed>45 m/sec as per IS 875-Part 3 (ii) Sites with structure height more than 20m for all wind speeds9.147.A4. Three track three panels sliding window with two glazed & one wire mesh panels with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body.Using R3 series with frame (98 mm & above) x (40 mm & above) & both glazed and fly screen sash (30 mm & above) x (55 mm & above) with zinc alloy (zamak) powder coated handle on every glazed panel along with multi-point locking system. (Heigh above 1.8 m)DSR 9.147.A4.2 7 Toughened glass 12 mm thicknessDSR 8778 8 Stainless steel wire guage (Grade-304) aperture 1.4 mm and0.50mm dia wireDSR 8737 9 Weather Silicon sealantDSR 8646 10 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate20 mm nominal size derived from natural sources). 11 Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers 12 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) 13 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) 14 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 15 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water thinnable priming coat with cement primerDSR 13.41.1 16 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) 17 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water thinnable priming coat with cement primer 18 Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily.Size of Tile 600 x 1200 mm 19 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete. 20 Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying: (a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm.(c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/ sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around.(d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately.For the purpose of measurement the entire treated surface will be measured. 21 LDA approved steel 22 Providing wood work in frames of doors, windows, clerestory windowsand other frames, wrought framed and fixed in position with hold fastlugs or with dash fasteners of required dia & length (hold fast lugs ordash fastener shall be paid for separately). Providing and fixing factory made uPVC door frame made of uPVCextruded sections having an overall dimension as below (tolerance±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the doorframe to be Jointed with galvanized brackets and stainless steel screws,joints mitred and Plastic welded. The hinge side vertical of the framesreinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1mm) wall thickness and 3 nos. stainless steel hinges fixed to the framecomplete as per manufacturer’s specification and direction of Engineerin-charge 9.117.1 Extruded section profile size 48x40 mm 23 9.118 Providing and fixing to existing door frames.9.118.1 24 mm thick factory made PVC door shutters made of stylesand rails of a uPVC hollow section of size 59x24 mm and wallthickness 2 mm (± 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by meansof M.S. galvanised/ plastic brackets of size 75x220 mm havingwall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of H section, a uPVC hollow section of size100x24 mm and 2 mm (± 0.2 mm) wall thickness, fixed to the shutter styles by means of plastic/galvanised M.S. U cleats.The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thicknessof 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturers specification anddirection of Engineer-in-charge. (For W.C. and bathroom doorshutter). 24 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil DSR 2023, 2.6 25 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) DSR 4.1.8 26 Providing and fixing 18 mm thick gang saw cut, mirror polished,premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cementmortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing of edges to give high gloss finish etc. complete at all levels. 8.2.2 Granite stone slab of colour black, Cherry/Ruby red8.2.2.1 Area of slab upto 0.50 sqm 27 8.2.2.2 Area of slab over 0.50 sqm 28 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand): 25mm thick External Area Repair 29 Providing & fixing of Dustbin made in mild steel frame with painting & polish and frame wooden member fixed in m.s. frame including painting polishing as per drawing & design all complete in direction of engineer in charge. 30 Providing & fixing sand stone Single piece ornamental bench of approved design pattern (1200x450x450MM) and specifications includingc c 1 :2 :4 grouting, all materials, labour and T & Petc. required for proper completion of work as directed by engineer - in -charge 31 Supplying and stacking of good earth at site including royalty and carriage upto 20 km lead complete (earth measured in stacks will be reduced by 20% for payment). (1x2x13.50x18.50) 32 Providing and stacking of Hamelia patens of height 60-75 cm. with 6-8 branches in poly bagsof size 25 cm as per direction of the officer-in-charge.DSR 2020 Horti./8.32 33 Providing and stacking of Tabernaemontana coronaria (chandni variegated) of height 45-60cm. with 3-4 branches earthen pots of size 20 cm as per direction of the officer-in-charge.DSR 2020 Horti./8.61 34 Providing and stacking of Tabernaemontana coronaria (chandni variegated) of height 45-60cm. with 3-4 branches earthen pots of size 20 cm as per direction of the officer-in-charge.DSR 2020 Horti./8.61 35 Providing and stacking of Chandni dwarf of height 15-20 cm., well branched in earthen pots of size 20 cm as per direction of the officer-in-charge. s per direction of the officer-in-charge.DSR 2020 Horti./8.14 36 Providing and stacking of Mussaenda erythrophylla (Rosea) of height 60-75 cm. multi branchedin earthen pots of size 25 cm as per direction of the officer-in-charge.DSR 2020 Horti./8.48 37 Providing and stacking of snow bush of height 60-75 cm. multi branched in earthen pots of size 25 cm as per direction of the officer-in-charge.Quatation rate 38 Providing and stacking of mokatia of height 60-75 cm. multi branched in earthen pots of size 25 cm as per direction of the officer-in-charge.Quatation rate 39 Providing and stacking of Ixoraof height 75-90 cm. multi branched in earthen pots of size 25 cm as per direction of the officer-in-charge.Quatation rate 40 Trenching and Back Filling. Sanctioned Rate. 41 Supply and fixing of 3500mm decorative ribbed steel poles are made out of mild steel galvanized rebbed extrusion profile having bottom section dia125mm and upper section dia 81mm with cast iron embellishment e8 & with having for twin nos bracket. The pole have a service window at bottom section wih heavy duty four way connector and a mcb. Mild steal base plate with four nos. mounting holes is fixed and welded with bottom section . pole is primer coated and polyurethene painted . Ref. Rates Globe Park and Begum Hazrat Mahal Dev. 42 Supply and fixing of 534 mm long aluminium dia cast body post top is mounted at the top with polycarbonate diffuser and fitted with 40w led disc bis registered make philips , bajaj, twinkle, lustore or equivalent repuateted make Ref. Rates Globe Park and Begum Hazrat Mahal Dev. 43 Supply and fixing of decorative16 Watt LED bollard luminaire with driver set confirming to IP 65 protection complete in all respect. Alluminium make approx 2 feet height 44 Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required 45 Supplying and laying 6 SWG G.I. wire at 0.50 metre below ground level for conductor earth electrode, including connection/ termination with GI thimble etc. as required. 46 Supplying and laying 25 mm X 3 mm copper strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of brass nut bolt & spring washer spaced at 50mm) 47 6.00 Sqmm 4 Core (Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge ,complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. ) 48 25.00 Sqmm 3.5 Core (Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge ,complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. ) 49 70.00 Sqmm 3.5 Core (Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge ,complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. ) 50 Supply and fixing following capacity of automatic street light cubicle control panel painted with anti corrosive alkali and acid proof paint consisting of time switch TSO 100 series with contactors, HRC fuses, isolating switch metering instrument & instrument box with CTs etc. in case of TPN, complete in all respect.40 A TPN 51 63 mm dia (OD-63 mm & ID-51 mm nominal) (Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc.conforming to IS 14930, Part II complete with fitting and cutting,jointing etc. in the existing trench, complete as required) 52 90 mm dia (OD-90 mm & ID-76 mm nominal) (Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc.conforming to IS 14930, Part II complete with fitting and cutting,jointing etc. in the existing trench, complete as required) 53 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil 2.6.1 54 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8, 4.1.8 55 Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but Excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/recoverable separately).All Work Above Plinth Level DSR 5.37.2.1 56 Reinforcement for RCC work including straightening, cutting, bending, placing in position complete. Thermo-Mechanically Treated bars. 57 Providing and fixing M.S. angle 50x50x5 mm to act as nosing with lugs of M.S. flat 10x5 mm, 10 cm long, forked at end 60cm apart (minimum three lugs to be provided), including necessary welding and applying a priming coat of approved primer on exposed surface etc. completeDSR 11.35 58 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. DSR 10.1 59 Providing wood work in frames of / Railing / false ceiling, partitionsetc. sawn and fixed in position with necessary stainless steel screws etc. Sal wood9.3.1 60 Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete DSR5.9.1 61 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) 13.4.2 62 25 mm wooden planking, tongued and grooved in flooring, including fixing with iron screws complete with :Second class teak woodDSR 11.33.1 63 French spirit polishing :Two or more coats on new works including a coat of wood filler DSR 13.68.1 64 Wiring point for light with 1.0 sq.mm FR P.V.C. insulated multistrandsingle core Copper Conductor cable in heavy gauge rigid steel conduit pipepartly concealedin wall&partlylaidin slab along with the reinforcement before concreting complete with 14 S.W.Gcopper earth continuity wire&piano typeswitchetc. complete in all respects. 65 Same as in item no. 1 but for fan. and light duty exhaust fan 66 Same as in item no. 1butfor 5ampplug point with piano type switch & socket etc. 67 Add for light / fan points with modular type switches in place of piano type switches 68 Add for plug point with modular switch & socket in place of piano type switch & socket 69 Supply & fixing of power plugwith20amp 250 volts flush type modular switchand 5 pin 20 amp 250 volts flush type universal modular socket on concealed MS box including supply of all material, labour T&P etc. required for proper completion of work 70 2 x 4 sq. mm.In 20 mm dia conduit. (Supply & wiringofsubmainwithFR P.V.C. insulated1100 volts grade singlecorecopper conductorcable in heavygaugerigid steel coduit partly concealedinwall and partly laid inslab alongwith the reinforcement before concreting complete withone no. 14 SWGcopperearth continuity wire complete in all respects.) 71 2 x 10 sq. mm.In 25 mm dia conduit. (Supply & wiringofsubmainwithFR P.V.C. insulated1100 volts grade singlecorecopper conductorcable in heavygaugerigid steel coduit partly concealedinwall and partly laid inslab alongwith the reinforcement before concreting complete withone no. 14 SWGcopperearth continuity wire complete in all respects.) 72 12 WAYS CAT-B (S/F of surface / flush mounting SPN Distribution board (Legrand Lexic) without MCB complete in all respects as directed at site by Engineer-in-charge.) 73 Supply & fixingof 6/10/16/20/25/32 amp. SP MCB (10 KA) (Legrand Lexic) 74 S/F of 40 Amp DP MCB (10 KA)(Legrand Lexic) 75 S/F of sheet steelenclosure for DP / TP / FP MCB with neutral link and earth terminal. CAT-B 76 Supply&burryingof 600mm x 600mm x 6.0mm G.I. plate, vertically for earthing with its top at least 3 m below ground level complete 20mm dia. G.I.pipe and funnelforwatering and one earthing lead ofno. 8SWGG.I. wirein 15 mm dia. GI pipe uptoswitch board (from apron to switch boardthecost of GI pipe & GI wire willbeextra)300mm square C.I. box with hinged cover,masonary housing alternate layer of charcoal/coke and salt atleast 150mm thick alround etc. as per the direction of engineer in-charge complete in all respect . 77 Supplying & Laying of one number 8 SWG G. I. wirein 15 mm. dia. G. I.pipefor earthing, laidin groundor inwall duly concealedincludingthecostofcement, sand, labour, T&Pandothermaterial required for proper completion ofthework as directed at site. 78 10 sqmm 2core (Supply andlayingofISI marked aluminiumconductor PVC / XLPE insulated armoured,served,sheathed cable 1100volts gradeat 750mmbelow ground level overacushion of 75 mm thick sand around & protected with brick onsides & top on surfacethecablerunshallbe fixed on M.S. clamps etc. of suitablesize completeinallrespect. The armouring of the cable shall be properlyconnectedwith the earth conductor by clamps etc.) 79 10 sq.mm. (Supplyfixing of plam orpintypecopper tin plated cable socket (lug) tothecable leads, insulating with tapeand making connections etc. complete in all respects as per direction of Engineer-in-charge.) 80 10 sqmm 2core (Supply andfixing brass nickle plated compression glandsfor PVC insulated armoured,served,sheathed cable including rubber ring etc.completeinallrespect. The armouring of the cable shall be properlyconnectedwith the earth conductor.) 81 Erection and testing of exhaust fan on the existing hole with suitable size of rag bolts nuts and washers etc complete in all respects. 82 Supply and fixing of 16 gauge MS drum duly painted including making hole in the wall for exhaust fan and finishing properly complete in all respect. 83 Supply & fixing of recess/surface/ pendent mounting round10 to 15 watt LED Down lighter having powder coated die cast aluminium housing with heat silk, diffuser/ reflector and driver set complete in all respect. 84 Supply & fixing ofLED tube light with batten suitable for upto 1x22 watt LED tube light fittings including tube on surface complete in all respect Cat- AAA 85 Supply & fixing of recess/ surface mounting round 24 watt to 32 watt LED down lighter having powder coated die cast alumnium housing with extended heat sink, diffuser / Reflector and driver set completed in all respect. 86 300 mm sweep (Supply ofAC230/250 volts, 50 HZ fresh airfansincluding providingnuts, bolts, mounting frame and other accessories etc.complete ) ((Make : Bajaj / Usha / newtek / Havells)) 87 300 mm sweep 900 rpm (Supply of AC230/250 volts, 50 HZ exhaust fansincluding providingnuts, bolts, mounting frame and other accessories etc.complete ) ((Make : Bajaj / Crompton / Havells)) 88 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : 89 Providing and fixing the taps attached to the shower divertor and the the sink 90 Providing and fixing the shower heads 91 Providing and fixing the shower diverters 92 32 mm dia (for wash basin) Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. 93 40mm nominal outer dia pipes (Providing, fixing chlorinated polyvinyl Chloride (CPVC) pipes, havingthermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipes with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in charge.) 94 50mm nominal outer dia pipes (Providing, fixing chlorinated polyvinyl Chloride (CPVC) pipes, havingthermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipes with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in charge.) 95 15mm nominal outer dia pipes (Providing, fixing chlorinated polyvinyl Chloride (CPVC) pipes, havingthermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipes with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in charge. Concealed work including cutting chase and making good the wall etc.) 96 20mm nominal outer dia pipes (Providing, fixing chlorinated polyvinyl Chloride (CPVC) pipes, havingthermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipes with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in charge. Concealed work including cutting chase and making good the wall etc.) 97 25mm nominal outer dia pipes (Providing, fixing chlorinated polyvinyl Chloride (CPVC) pipes, havingthermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipes with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in charge. Concealed work including cutting chase and making good the wall etc.) 98 32mm nominal outer dia pipes (Providing, fixing chlorinated polyvinyl Chloride (CPVC) pipes, havingthermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipes with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in charge. Concealed work including cutting chase and making good the wall etc.) 99 40 mm nominal bore (Providing & fixing gun metal gate valve with C.I. wheel of approvedquality (screwed end)) 100 50 mm nominal bore (Providing & fixing gun metal gate valve with C.I. wheel of approvedquality (screwed end)) 101 Providing&fixing15 mm nominal bore45 cm long unplasticised PVC connection pipewith brass unions. 102 Providing & fixing 15 mm nominal bore CP brass bib cockof approved quality conformingtoIS 8931. 103 Providing and fixing 15 mm nominal bore C.P brass long nose bib cock of approved qualityconforming to IS standardsandweighing notlessthan 810 gms. 104 Providing & fixing 15 mm nominal bore C.P. brassstop cock (concealed)of standard designandof approvedmakeconforming to IS : 8931. 105 Providing & fixing 15 mm nominal bore C.P brass angle valve for basin mixer and geyser points of approved quality conformingto IS8931. 106 Constructing brick masonry chamber 300 x 300x500mm, insidewithF.P.S. brick work in cement mortar 1: 4 (1 cement : 4 coarse sand) for StopCock, withC. I. surface box 100 x 100 x 75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4mix (1cement : 2 coarse sand:4 grade stone aggregate 20mm nominal size); necessary excavation, foundationconcrete 1:5:10 (1 cement :5 fine sand: 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar1 : 3 (1 cement : 3 coarse sand )12mmthick finished with a floatingcoatof neat cementcomplete as per standard design 107 150 x 100 mm. size P type (Providing and fixing square mouthS. W. Gully trapgrade `A complete with C.I. gratingbrickmasonry chamber with F.P.S bricks and water tight CI cover with frame of 300 x 300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design) 108 Providing and fixing PTMT Bottle Trap for Wash basin and sink. Bottle trap 31mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms 109 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms. 110 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 111 110 mm dia (Wall Thickness - 3.2 to 3.8 mm) (Providing, fixing, jointing and testing in position of ISI marked UV stabilized UPVC pipesfor soil, waste, and vent, Type-B as per IS : 13592 suitable for rubber ring joints, including all neccessary specials and fittings (confirming to IS:14735) i.e. bends, tees, junctions (with or without doors),reducers, WC connectors, couplers, expansion joints / bellows, cowels, clamps, rubber rings, clean outs etc. fixing at wall/ ceiling/ floor level supported by clamp & hangers etc. in concealed / inside duct / under floor & basement ceiling / external work etc. including chase cutting as required, excavation and back filling in all kind of soils, suspended from floor under false ceiling or embedding the pipes laid under floors / building in 75 mm. alround 1:2:4 cement concrete (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including cost of shuttering for proper completion of the work, breaking and making good the walls and floors etc. after pipes have been duly laid and tested. The rubber ring shall confirm to IS:5382. (Make : Supreme / Finolex / Prince)) 112 75 mm dia (Wall Thickness - 3.2 to 3.8 mm) 113 50 mm dia. (Providing, fixing, jointing and testing in position ISI marked (IS:4985) UPVC pipes of min 6 Kg/ Sqcm rating with fitting for waste pipe from fixtures to floor trap including reduces, enlarger, socket, couplers, bends, tees etc including fixing at wall/ ceiling level supported by clamp & hangers etc. cutting holes in wall/ floors/ slabs and making good the same with cement concrete 1:2:4 complete as required. (Make : Supreme / Finolex / Prince)) 114 P-Trap type Floor Trap 110 x 75 mm(Providing & fixing UPVC Floor trap of self cleansing designwith CP Jalicomplete in all respects. (Make : Supreme / Finolex / Prince)) 115 Extra for providing & fixing 125 mm dia C.P. grating in place of C.I. grating over floor traps. 116 Providing & fixing 50 mm. dia. G.I elbow (drain point) in the toilet floor including50 mm dia. C.P. waste jali complete as required.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
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31.
Public Administrative Department #9463811 Price Bid
Construction work of record room on 4th, 5th and 6th floor of old building in authority office - Site Clearance and Dismantling Works 2 Carefull shifting of records and racks to safe place as per the directions of engineer-in-charge. 3 Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : Of area 3 sq. metres and belowDSR 15.12.1 4 Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per direction of Engineer-in-charge.DSR 15.19 5 Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.For thickness of tiles 10 mm to 25 mmDSR 15.23.1 6 Dismantling wooden boardings in lining of walls and partitions, excluding supporting members but including stacking within 50 metres lead : Thickness above 25 mm up to 40 mmDSR 15.39.3 7 Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. completeDSR 13.88 8 Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortarDSR 15.7.4 9 Dismantling aluminium/ Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable material and stacking of serviceable material with in 50 meters lead as directed by Engineer-incharge.DSR 15.57 10 Labour charge for dismantling of sanitary installations like wash basin, urinal, etc. (3 No for 2 days) 11 Dismantling of flushing cistern of all types (C.I./PVC/Vitrious China)including stacking of useful materials near the site and disposal ofunserviceable materials within 50 metres lead.DSR 15.52 12 Removal of old wiring 13 Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.DSR 15.60 14 Interior Works 15 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level.Cement mortar 1:4 (1 cement :4 coarse sand)DSR 6.13.2 16 Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineerin- Charge. With cement mortar 1:4 (1 cement : 4 fine sand)DSR 14.1.1 17 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.DSR 13.80 18 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water thinnable priming coat with cement primerDSR 13.41.1 19 Providing and fixing factory made uPVC glazed/wire mesh windows/ doors comprising of lead free uPVC multi chambered frame, sash and mullion/coupler (where ever required)extruded profiles having minimum wall thickness of .70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced with galvanized mild steel section made of required shape & size as per CPWD specification, uPVC extruded glazing beads, interlocks and Inline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8 mm dia with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367: Part 1 To 14, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame, sash 7 mullion (if required) shall be mitred cut and fusion welded/ mechanically jointed duly sealed at all corners, including drilling of holes for fixing hardware and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rof of approved size and quality, all complete as per approved drawing conforming to CPWD specification & direction of Engineer-in-charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-charge. 20 Wire mesh/ Glazing of plain/ toughened/ laminated/ double glass unit with/ without high performance coatings as per design requirements and conforming to IS: 3548 & IS16231 shall be paid separately.Note:- Structural design proof checked from a Government Engineering Institute, to be provided by the manufacturer for: (i) Sites with basic wind speed>45 m/sec as per IS 875-Part 3 (ii) Sites with structure height more than 20m for all wind speeds9.147.A4. Three track three panels sliding window with two glazed & one wire mesh panels with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body.Using R3 series with frame (98 mm & above) x (40 mm & above) & both glazed and fly screen sash (30 mm & above) x (55 mm & above) with zinc alloy (zamak) powder coated handle on every glazed panel along with multi-point locking system. (Heigh above 1.8 m)DSR 9.147.A4.2 21 Toughened glass 12 mm thicknessDSR 8778 22 Stainless steel wire guage (Grade-304) aperture 1.4 mm and0.50mm dia wireDSR 8737 23 Weather Silicon sealantDSR 8646 24 Providing and fixing false ceiling at all heights with integral densified calcium silicate reinforced with fibre and natural filler false ceiling tiles of Size 595x595 mm of approved texture, design and patterns having NRC (Noise Reduction coefficient) of 0.50 (minimum) as per IS 8225:1987, Light reflectance of 85% (minimum). Non combustible as per BS:476 (part-4), fire performance as per BS:476 (part 6 &7), humidity resistance of 100%, thermal conductivity < 0.043 W/m K as per ASTM 518:1991, in true horizontal level suspended on interlocking metal powder coated T-Grid of hot dipped galvanised iron section of 0.40 mm thick on Silhouette profile,rotary stiched double webbed white with 6mm reveal profile (white/black),comprising of main-T runners of size 15x42mm of length 3000 mm, cross - T of size 15x42 mm of length 1200 mm and secondary intermediate cross-T of size 15x42 mm of length 600mm to form grid module of size 600 x 600 mm, suspended from ceiling using galvanised mild steel items (galvanizing @ 80 grams per sqm) i.e. 50 mm long, 8 mm outer diameter M-6 dash fasteners, 6 mm dia fully threaded hanger rod upto 1000 mm length and L-shape level adjuster of size 85x25x2 mm. Galvanised iron perimeter wall angle of size 22x19x0.40 mm of length 3000 mm to be fixed on periphery wall / partition with the help of plastic rawl plugs at 450 mm center to center and 40mm long dry wall S.S screws. The work shall be carried out as per specifications, drawing and as per directions of the Engineer-in-Charge.With 15 mm thick integral densified micro edge light weight calcium silicate false ceiling tilesDSR 26.23.1 25 Mirror polishing on marble work/Granite work/stone work where ever required to give high gloss finish complete.DSR 8.6 26 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thickDSR 11.26.1 27 Providing and fixing internal wall panels on Light gauge steel frame work with 12.5 mm thick gypsum plaster board conforming IS 2095:2011 fixed on cement board as per standard sizes fixed with self-drilling / taping screws / fasteners @ 60 cm c/c of approved make, Screws shall be of counter sunk rib head of 1.60 mm to 4 mm thick or 8 to 10 gauge of length varying from 25 to 45 mm. Proper taping and jointing to be done using fiber mesh tape and epoxy and acrylic based jointing compound for seamless finish.(cost of frame work to be paid for separately). Cement Bonded particle board 8 mm (Termite, Fire & Moisture Resistance), as per IS:14276 : 1995 28 Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame.DSR 9.121 29 30 mm thick Fiberglass Reinforced Plastic (F.R.P.) flush door shutter in different plain and wood finish made with fire retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate all around, with suitable wooden blocks inside at required places for fixing of fittings and polyurethane foam (PUF)/Polystyrene foam to be used as filler material throughout the hollow panel, casted monolithically with testing parameters of F.R.P. laminate conforming to table - 3 of IS: 14856, complete as per direction of Engineer-incharge.DSR 9.122.2 30 Providing and fixing 18mm thick both sides Pre-laminated cement bonded wood particle board as per IS : 15786:2008 of approved brand and shade with suitable full threaded steel screws etc. in partitions, boxes, shelves, racks and cupboard, kitchen cabinet under kitchen counter etc. all complete as per direction of Engineer-in-charge (Note: Fittings to be paid separately). 18 mm thickDSR 9.166.1 31 Providing and fixing 6mm thick both sides Pre-laminated cement bonded wood particle board as per IS : 15786:2008 of approved brand and shade with suitable full threaded steel screws etc. on the backing of racks, drawer, cupboard, kitchen cabinet under kitchen counter etc. all complete as per direction of Engineer-incharge.DSR 9.167 32 Providing and fixing cupboard shutter with 19mm thick one side decorative and other side balancing lamination factory pressed BWP grade marine ply as per IS 710 of approved brand including 2mm thick PVC edge banding tape with hot glue by edge bending machine etc. with auto closing spring loaded hinges (hydraulic type) etc. complete as per direction of Engineer-in-charge.(Payment of providing and fixing auto closing hinges shall be paid separately)DSR 9.168 33 Providing and fixing stainless steel fancy handle of approved make fixed with SS screws etc. complete as per direction of Engineer-in-charge. 200mmDSR 9.170.1 34 Providing and fixing concealed hinge of approved quality for 19-20mm thick door with stainless steel screws complete :DSR 26.11 35 Washroom Upgradation 36 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).DSR 5.3 37 Providing and laying PCC 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)DSR 4.1.8 38 Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mmDSR 11.41.2 39 Tile work in skirting, risers of steps and dado up to 2 m height over 12 mm thick bed of cement mortar 1:3 (1 cement :3 coarse sand) and jointed with grey cement slurry @ 3.3 kg/sqm, including pointing in white cement mixed with pigment of matching shade complete.DSr 11.22 40 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.DSR 17.31 41 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lidDSR 17.2.1 42 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever requiredOne urinal basin with 5 litre white PVC automatic flushing cisternDSR 17.4.1 43 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tapDSR 17.7.2 44 Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - chargeDSR 17.16A 45 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.DSR 17.28 46 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing of edges to give high glossfinish etc. complete at all levels.Granite stone slab of all colour and texture except black, Cherry/Ruby redArea of slab over 0.50 sqmDSR 8.2.3.2 47 Mobile Storage Compactors 48 Make: GodrejMain Body:(a) Construction:Rigid Knock Down construction made of 0.8 thk. CRCA Steel conforming to IS: 513 Gr.D. Each body block consists of 1 Main unit & then Add-on units (0, 1,2,3 depending on no. of bays 1, 2, 3, 4 respectively). Each unit has 5 loading levels formed by 4 nos. adjustable shelves for 1980 Height body and 6 loading levels with 5 nos. adjustable shelves for 2361 Height body.Body units are mounted on an understructure which is fixed or moving.The body comprises the following components: 49 1. Front Cover: It is the foremost panel of the body on which the handles (Push pull)/ Drive unit (Drive Type) are fixed. It is made of 0.8 thk. CRCA Steel conforming to IS: 513 Gr.D. The front cover has a pattern of holes on the front surface for ventilation purpose.2. Back Cover: It is the backmost panel of the body and is the mirror image of the front cover. It is made of 0.8 thk. CRCA Steel conforming to IS: 513 Gr.D. The back cover has a pattern of holes on the surface for ventilation purpose.3. Back Panel: The back panels are made of 0.6 thk. CRCA Steel conforming to IS: 513 Gr.D. There are two back panels – Top back panel and Bottom back panel for 1980H unit as well as 2361H unit. The two back panels are fixed together using machine screws. The purpose of the back panel is to act as a divider between 2 opposite shelves in twin body (TM/TD). When the entire optimizer layout is locked it also prevents access to inside files from the outside in case of single body (SS/SD/SL/LD).4. Shared Panel: The shared panel acts as a partition between two adjacent bodies. It is made of 0.8 thk. CRCA Steel conforming to IS: 513 Gr.D.5. Door Frame: The door frame assembly is made of 2 vertical door stiffeners, a top horizontal stiffener and a bottom horizontal stiffener. It provides rigidity to the entire body as the topmost shelf is pop riveted with the back panel as well as both the vertical door frame. The door frame is also useful if the customer chooses to have doors for the optimizer as the doors are hinged about the door frame. It is made of 0.8 thk. CRCA Steel conforming to IS: 513 Gr.D.6. Tie rod assembly: The tie rod assembly acts as a substitute to the back panels (only in twin body) if the customer chooses to not have back panels. The assembly consists of 2 tie rods, 4 fixing brackets and 2 turnbuckles. The tie rods are fixed in a shape of ‘X’ between two opposite shelves. The tie rods are made of 4mm diameter rods of MS while the fixing brackets are made of 2mm thk. CRCA Steel conforming to IS: 513 Gr.D. This assembly is available for both heights – 1980H and 2361H 50 Height for Push Pull Optimizer:Optimizer Height from ground is 2080 mm (1980 body + 65 undercarriage + 61.5 channel system).Height for Drive Type Optimizer:Optimizer Height for ground for 1980H body is 2121.5mm (1980 body + 80 understructure + 61.5 channel system).Optimizer Height for ground for 2361H body is 2502.5mm (2361 body + 80 understructure + 61.5 channel system). 51 Finish:The bodies including shelves are given antirust surface treatment & are coated with epoxy polyester powder. It involves an 8-step treatment consisting of Hot water rinse, Knock of degreasing, degreasing, cold water rinse, phosphating, cold water rinse, and passivation & dry off oven treatment. Final finish consists of epoxy polyester powder coating of approved color & shade with a Dry Film Thickness of minimum 40 microns. The testing of paint is done for various physical & chemical properties as per IS: 101. The material is then oven baked with a controlled temperature of 180 deg.C to 200 deg.C. 52 Shelf:(a) Construction:It is made of 0.7 thk CRCA steel conforming to IS: 513 Gr.D or DD. Its max load bearing capacity is 100 Kg uniformly distributed per shelf. For P1 and P2 type of Configuration recommended shelf load is less than 100kg (Refer UDL chart below). This is done to ensure that the unit is light enough for one person to pull/push with a handle even at recommended full load capacity. Shelf can be placed at clear height of 386mm from bottom in everybody. The last loading level for shelf is 1721mm from ground level for 1980H body and 2107mm from ground for 2361H body.Shelves are mounted on support brackets & shelf level can be adjusted at approx. 25.4 pitches. There are 4 adjustable shelves per body for 1980H and 5 adjustable shelves per body for 2361H, giving 5 and 6 loading levels for 1980H and 2361H body respectively.(b) Storage capacity per shelf:The shelf is 1180mm in length and can hold up to 13 nos. of box files of size 85mm x 345mm x 285mm. 53 Understructure:(a) Construction:Push Pull Understructure:-The Understructure is a welded frame suitably fabricated to bear the loads based on configuration. The frame consists of the following parts: Main channel, body-fixing channel, body-fixing angle and bearing-fixing angle. All the components are made of CRCA sheet 2 mm thk conforming to IS:513.Drive Type Understructure:-The Understructure is a welded frame suitably fabricated to bear the loads based on configuration. The frame consists of the following parts: Main channel, body-fixing channel, U-channel and Z-channel. All the components are made of HR sheet 3 mm thk. conforming to IS:2062.(b) Size:Sizes of Understructure:Push Pull OptimizerSingle Static / Single Last – 1200 x (no. of bays)X 396 (Depth) X 65 (Height)Twin Mobile - 1200 x (no. of bays)X 796 (Depth) X 65 (Height)Drive Type OptimizerStatic Drive / Last Drive – 1200 x (no. of bays)X 396 (Depth) X 80 (Height)Twin Drive - 1200 x (no. of bays) X 796 (Depth) X 80 (Height)Refer Table 3 for dimensions as per number of bays.External Load carrying capacity per understructure -PUSH-PULL/ MANUAL TYPE (Configuration – TYPE P1) - 600 Kg. MaximumPUSH-PULL/ MANUAL TYPE (Configuration – TYPE P2) - 600 Kg. MaximumDRIVE TYPE (Configuration - TYPE D2) - 2400 Kg. Maximum.DRIVE TYPE (Configuration – Type D3) – 3600 Kg Maximum.DRIVE TYPE (Configuration – Type D4) - 4800 Kg Maximum.(c) Finish:The understructure, after pre-treatment, is coated with final finish consisting of epoxy polyester powder coat of approved color & shade with a Dry Film Thickness of minimum 40 microns. 54 Movements of the System:Push-Pull Configuration (TYPE-P1/TYPE-P2): Movement of units achieved by pushing or pulling a pair of ‘C type plastic handles’ (mounted on SL & TM units). These handles are rigidly fixed at an ergonomically suitable height on side of each moving body. Each movable body also has an understructure with 4 nos. of antifriction ball bearings for rolling on channels. The twin moving body, i.e. TM, has 4 nos. of bearing fitted horizontally to restrict the lateral movement of the body on rail while the single moving body, i.e. SL, body has 2 nos. of a special anti-tilt bearing assembly fitted to the understructure which not only restricts lateral movement but also prevents SL from toppling.Drive Type Configuration (TYPE-D2/TYPE-D3/TYPE- D4): In case of drive type movement of units is achieved by rotating a PU hand wheel. The hand wheel comprises of a welded metal frame which is then covered by PU using insert-molding process. The metal frame is made of 3 mm thk. HR conforming to IS:2062.The handwheel is connected to the rollers through a ‘Sprocket-Chain’ arrangement mounted on the side of the body. For D3 & D4 type of configurations, the ‘sprocket-chain’ arrangement is replaced by a 2-stage ‘sprocket-chain’ arrangement to accommodate higher weights of the bodies.For D2, each movable understructure is provided with 4 rollers of which 2 are driving and 2 are driven. The driving rollers are connected to the sprocket-chain arrangement through a connector tube. Through this assembly the input from handwheel is transferred to the driving rollers which then move the entire unit along the rails. On LD understructure additional 2 nos. of a special anti-tilt bearing assembly is fitted to the understructure. This prevents lateral movement as well as tilting of body.Similarly, for D3 each movable understructure has 3 driving rollers and 3 driven rollers. LD understructure has 2 nos. of anti-tilt bearing assembly.For D4 each movable understructure has 4 driving rollers and 4 driven rollers. LD understructure has 2 nos. of anti-tilt bearing assembly.The roller assembly comprises of a die-cast step wheel, 2 deep-groove ball bearings and a MS shaft. The step wheel is made of cast steel and is fitted onto the MS shaft using a feather key. The two ball bearings are then fastened on either side of the step wheel using circlips. This entire roller assembly is then snap-fitted into a wheel housing. The wheel housing is fixed in the U-channel of the understructure using machine screws. This wheel-housing is made of engineering plastic material made by injection-molding process. The entire roller assembly is designed to withstand the maximum loads of the body.The ‘sprocket-chain’ arrangement is covered by a 1 mm thk. CRCA sheet Drive Unit Cover with dimensions 1202mm x 398mm x 87mm and is fixed onto the side of the body. The PU handwheel is rigidly fixed at suitable height on side of the body & projects out of cover by another 99.0 mm. Fixed unit (SD) does not have the Drive Unit Cover. 55 Fittings:(a) Push Pull Optimizer Centralized Locking:A Centralized locking arrangement is provided through Locking Stiffener mounted onto back of Single Last unit, i.e. SL body. It gets locked into the channels when all the units are brought together, and the lock is turned. The Recess handle lock is of Godrej make & placed at a height of 940mm from ground level. The locking stiffener is made of 1.2 mm thk conforming to IS:513.(b) Drive Type Optimizer Centralized Locking:Each Drive type unit has a Locking Knob near the Drive wheel for manual locking of individual units when a person is using those units. This prevents other users from accidently moving units while someone is inside. Knob should be rotated to unlock position when units are to be moved again.A centralized locking arrangement is also provided on drive unit cover. A cam lock and lever arrangement is fitted on the drive unit cover of the last movable body, i.e. (LD). After all bodies are brought together, the bodies are locked using their respective knobs. The cam lock is then turned to lock position. This locked cam lock ensures that the knob of the last body remains in the locked position unless the cam lock is unlocked. This in turn ensures that the entire layout remains locked.When the last Body is Twin Drive, i.e. TD, hinged doors are provided for the last body. In this scenario the centralized locking system is fitted on the drive unit cover of the last TD body.(b)Door Locking / handle:Hinged doors have Recessed Die cast Handle cum lock with 3 way locking through a lever & shooting bolts.(c) Fasteners:The nuts & bolts are galvanized / blackodized / Zn Plated.(d) Rail Channels (for Push-pull and Drive type with no platform):It consists of ‘C’ section 2 mm thk HR sheet & Square 25.4mm X 2mm thk ERW tube – both connected by screws. Prior to the grouting of the guide channels with the help of raul plug & screw, ensure the ground is level. The rail channels are of 3 lengths i.e., 800mm, 1600mm and 2400mm.Connection of rail channels: The requirement of rail channels depends on the number of rows of bodies. In any configuration there is only one fixed body (SS/SD). There will be only one movable single body (SM/LD) or no movable single body depending on the layout. The number of twin bodies (TM/TD) depends on the layout and customer. In case of any layout there will always be one 2400mm long rail channel. The 800mm and 1600mm rail channels are connected to the 2400mm rail channel, depending on number of rows. The 2400mm rail channel is connected to 800mm/1600mm rail channel using a Square 19.1mm X 2mm thk ERW tube. This tube is connected to both channels using screws from bottom side.Rail Logic: For each body in the bay there is a corresponding rail. So P1/P2/D2 configuration has 2 rails, D3 configuration has 3 rails and D4 has 4 rails. 56 (e) Label Holder:It is an aluminium extrusion of length 396mm for LD/SD and 796mm for TD, fitted on to front cover of body. The Paper is 300GSM matt milky white sticker paper, to be inserted into the aluminium extrusion. The length of paper is 394mm for LD/SD and 794mm for TD. Over that a transparent plastic of corresponding length of 150-200 micron polythene is to be inserted.(g) Platform option (for drive type only): A Platform option is also provided for drive type optimizer along with Rail channel arrangement. The platform consists of Rail Extrusion which is a thick extrusion on which Rail MS bright bar of sq 25.4mm is firmly fixed from bottom using counter sunk screws. This Rail extrusion arrangement has 3 lengths similar to Rail channel i.e., 800mm, 1600mm and 2400mm.Connection of rail extrusions: The requirement of rail extrusions is same as that of the rail channels. The connection of rail extrusions is done using a metal strip which is screwed on the side of the 2400mm rail extrusion bright bar and 800mm/1600mm rail extrusion bright bar, using CSK screws. The metal strip is made of HR sheet 3 mm thk. conforming to IS:2062.Rail Logic: For each body in the bay there is a corresponding rail. So D2 configuration has 2 rails, D3 configuration has 3 rails and D4 has 4 rails.The platform has wire extrusion with snap cover and a slope extrusion on either side of the platform. It also has 3 lengths similar to the rail extrusion. There are MDF panels of 25mm thickness with 1mm Merino Laminate (AC 3 GRADE 40499 SUEDE), which are placed between the extrusions based on the layout. The AC 3 grade ensures resistance to abrasion caused by moderate to heavy footfall.The logic for platform panels booking is shared in a separate excel file. The logic shared is only up to a configuration for 1LD + 1SD + 6TD. For a layout bigger than that the wooden panels are to be booked through APO. This is applicable only for platform panels and not for rail extrusions.(h) Aisle Space:Ensure a clear aisle space on the Handle / Drive Wheel side of the Optimizer layout is at least 780mm. For comfortable access of items stored in the optimizer, ensure adjacent units can be rolled apart at least 780mm.(i) WeightsDead Weight of the system: (These are Nominal Weights. The Exact Weights may differ slightly. This is Only for Internal Purpose from Loading Point of view)(Total external load & dead weight is spread on 2/3/4 channels placed at a distance apart) 57 OPTIMIZER PLUS-DRIVE TYPE 58 Optz Plus SD2 59 Optz Plus LD2 60 Optz Plus TD2 Solid back panel 61 (1200W, 400D,2361H) 62 CHANNELS (RAILS) 63 Optz Plus D2 CHNL 2400mm 64 OPTIMIZER PLUS-DRIVE TYPE 65 Optz Plus SD2 66 Optz Plus TD2 Solid back panel 67 (1200W, 400D, 2361H) 68 Optz Plus Hinge door Pair 1200mm 2361mm PS 69 CHANNELS (RAILS) 70 Optz Plus D2 CHNL 2400mm 71 Optz Plus D2 CHNL 800mm 72 OPTIMIZER PLUS-DRIVE TYPE 73 Optz Plus SD2 74 Optz Plus TD2 Solid back panel 75 (1200W, 400D, 2361H) 76 Optz Plus Hinge door Pair 1200mm 2361mm PS 77 CHANNELS (RAILS) 78 Optz Plus D2 CHNL 2400mm 79 Optz Plus D2 CHNL 800mm 80 OPTIMIZER PLUS-DRIVE TYPE 81 Optz Plus SD2 82 Optz Plus TD2 Solid back panel 83 (1200W, 400D, 2361H) 84 CHANNELS (RAILS) 85 Optz Plus Hinge door Pair 1200mm 2361mm PS 86 Optz Plus D2 CHNL 2400mm 87 Optz Plus D2 CHNL 800mm 88 OPTIMIZER PLUS-DRIVE TYPE 89 Optz Plus SD2 90 Optz Plus TD2 Solid back panel 91 (1200W, 400D, 2361H) 92 CHANNELS (RAILS) 93 Optz Plus D2 CHNL 2400mm 94 Optz Plus D2 CHNL 800mm 95 OPTIMIZER PLUS-DRIVE TYPE 96 Optz Plus SD2 97 Optz Plus LD2 98 Optz Plus TD2 Solid back panel 99 (1200W, 400D, 2361H) 100 CHANNELS (RAILS) 101 Optz Plus D2 CHNL 2400mm 102 Optz Plus D2 CHNL 1600mm 103 Optz Plus D2 CHNL 800mm 104 OPTIMIZER PLUS-DRIVE TYPE 105 2 Bay Drive Type 1050 SD2 106 2 Bay Drive Type 1050 LD2 107 2 Bay Drive Type 1050 TD2 108 1050W X 400D X 2361H 109 CHANNELS (RAILS) 110 Optz Plus D2 CHNL 2400mm 111 Optz Plus D2 CHNL 800mm 112 OPTIMIZER PLUS-DRIVE TYPE 113 2 Bay Drive Type 1050 SD2 114 2 Bay Drive Type 1050 LD2 115 2 Bay Drive Type 1050 TD2 116 1050W X 400D X 2361H 117 CHANNELS (RAILS) 118 Optz Plus D2 CHNL 2400mm 119 Optz Plus D2 CHNL 1600mm 120 Optz Plus D2 CHNL 800mm 121 OPTIMIZER PLUS-DRIVE TYPE 122 2 Bay Drive Type 1050 SD2 123 2 Bay Drive Type 1050 LD2 124 2 Bay Drive Type 1050 TD2 125 1050W X 400D X 2361H 126 CHANNELS (RAILS) 127 Optz Plus D2 CHNL 2400mm 128 Optz Plus D2 CHNL 1600mm 129 Optz Plus D2 CHNL 800mm 130 OPTIMIZER PLUS-DRIVE TYPE 131 2 Bay Drive Type 1050 SD2 132 2 Bay Drive Type 1050 LD2 133 2 Bay Drive Type 1050 TD2 134 1050W X 400D X 2361H 135 CHANNELS (RAILS) 136 Optz Plus D2 CHNL 2400mm 137 Optz Plus D2 CHNL 800mm 138 OPTIMIZER PLUS-DRIVE TYPE 139 2 Bay Drive Type 1050 SD2 140 2 Bay Drive Type 1050 LD2 141 2 Bay Drive Type 1050 TD2 142 1050W X 400D X 2361H 143 CHANNELS (RAILS) 144 Optz Plus D2 CHNL 2400mm 145 Optz Plus D2 CHNL 800mm 146 OPTIMIZER PLUS-DRIVE TYPE 147 2 Bay Drive Type 1050 SD2 148 2 Bay Drive Type 1050 LD2 149 2 Bay Drive Type 1050 TD2 150 1050W X 400D X 2361H 151 CHANNELS (RAILS) 152 Optz Plus D2 CHNL 2400mm 153 Optz Plus D2 CHNL 1600mm 154 OPTIMIZER PLUS-DRIVE TYPE 155 2 Bay Drive Type 1050 SD2 156 2 Bay Drive Type 1050 LD2 157 2 Bay Drive Type 1050 TD2 158 (1050W, 400D, 2361H) 159 CHANNELS (RAILS) 160 Optz Plus D2 CHNL 2400mm 161 OPTIMIZER PLUS-DRIVE TYPE 162 2 Bay Drive Type 1050 SD2 163 2 Bay Drive Type 1050 LD2 164 2 Bay Drive Type 1050 TD2 165 (1050W, 400D, 2361H) 166 CHANNELS (RAILS) 167 Optz Plus D2 CHNL 2400mm 168 Optz Plus D2 CHNL 1600mm 169 Optz Plus D2 CHNL 800mm 170 OPTIMIZER PLUS-DRIVE TYPE 171 2 Bay Drive Type 900 SD2 172 2 Bay Drive Type 900 LD2 173 2 Bay Drive Type 900 TD2 174 900W X 400D X 2361H 175 CHANNELS (RAILS) 176 Optz Plus D2 CHNL 2400mm 177 Optz Plus D2 CHNL 800mm 178 OPTIMIZER PLUS-DRIVE TYPE 179 2 Bay Drive Type 900 SD2 180 2 Bay Drive Type 900 LD2 181 2 Bay Drive Type 900 TD2 182 900W X 400D X 2361H 183 CHANNELS (RAILS) 184 Optz Plus D2 CHNL 2400mm 185 Optz Plus D2 CHNL 1600mm 186 Optz Plus D2 CHNL 800mm 187 OPTIMIZER PLUS-DRIVE TYPE 188 2 Bay Drive Type 900 SD2 189 2 Bay Drive Type 900 LD2 190 2 Bay Drive Type 900 TD2 191 900W X 400D X 2361H 192 CHANNELS (RAILS) 193 Optz Plus D2 CHNL 2400mm 194 Optz Plus D2 CHNL 1600mm 195 OPTIMIZER PLUS-DRIVE TYPE 196 2 Bay Drive Type 900 SD2 197 2 Bay Drive Type 900 LD2 198 2 Bay Drive Type 900 TD2 199 900W X 400D X 2361H 200 CHANNELS (RAILS) 201 Optz Plus D2 CHNL 2400mm 202 Optz Plus D2 CHNL 1600mm 203 Optz Plus D2 CHNL 800mm 204 OPTIMIZER PLUS-DRIVE TYPE 205 2 Bay Drive Type 900 SD2 206 2 Bay Drive Type 900 LD2 207 2 Bay Drive Type 900 TD2 208 900W X 400D X 2361H 209 CHANNELS (RAILS) 210 Optz Plus D2 CHNL 2400mm 211 Optz Plus D2 CHNL 1600mm 212 Optz Plus D2 CHNL 800mm 213 OPTIMIZER PLUS-DRIVE TYPE 214 2 Bay Drive Type 900 SD2 215 2 Bay Drive Type 900 LD2 216 2 Bay Drive Type 900 TD2 217 900W X 400D X 2361H 218 CHANNELS (RAILS) 219 Optz Plus D2 CHNL 2400mm 220 Optz Plus D2 CHNL 800mm 221 OPTIMIZER PLUS-DRIVE TYPE 222 Optz Plus SD2 223 Optz Plus TD2 Solid back panel 224 (1200W, 400D, 2361H) 225 Optz Plus Hinge door Pair 1200mm 2361mm PS 226 CHANNELS (RAILS) 227 Optz Plus D2 CHNL 2400mm 228 Optz Plus D2 CHNL 800mm 229 OPTIMIZER PLUS-DRIVE TYPE 230 Optz Plus SD2 231 Optz Plus TD2 Solid back panel 232 (1200W, 400D, 2361H) 233 Optz Plus Hinge door Pair 1200mm 2361mm PS 234 CHANNELS (RAILS) 235 Optz Plus D2 CHNL 2400mm 236 Optz Plus D2 CHNL 800mm 237 OPTIMIZER PLUS-DRIVE TYPE 238 Optz Plus SD2 239 Optz Plus TD2 Solid back panel 240 (1200W, 400D, 2361H) 241 Optz Plus Hinge door Pair 1200mm 2361mm PS 242 CHANNELS (RAILS) 243 Optz Plus D2 CHNL 2400mm 244 Optz Plus D2 CHNL 800mm 245 OPTIMIZER PLUS-DRIVE TYPE 246 Optz Plus SD2 247 Optz Plus TD2 Solid back panel 248 (1200W, 400D, 2361H) 249 Optz Plus Hinge door Pair 1200mm 2361mm PS 250 CHANNELS (RAILS) 251 Optz Plus D2 CHNL 2400mm 252 Optz Plus D2 CHNL 800mm 253 OPTIMIZER PLUS-DRIVE TYPE 254 Optz Plus SD2 255 Optz Plus LD2 256 Optz Plus TD2 Solid back panel 257 (1200W, 400D, 2361H) 258 CHANNELS (RAILS) 259 Optz Plus D2 CHNL 2400mm 260 Optz Plus D2 CHNL 1600mm 261 Optz Plus D2 CHNL 800mm 262 OPTIMIZER PLUS-DRIVE TYPE 263 2 Bay Drive Type 1050 SD2 264 2 Bay Drive Type 1050 LD2 265 2 Bay Drive Type 1050 TD2 266 (1050W, 400D, 2361H) 267 CHANNELS (RAILS) 268 Optz Plus D2 CHNL 2400mm 269 Optz Plus D2 CHNL 1600mm 270 Optz Plus D2 CHNL 800mm 271 OPTIMIZER PLUS-DRIVE TYPE 272 2 Bay Drive Type 1050 SD2 273 2 Bay Drive Type 1050 LD2 274 2 Bay Drive Type 1050 TD2 275 (1050W, 400D, 2361H) 276 CHANNELS (RAILS) 277 Optz Plus D2 CHNL 2400mm 278 Optz Plus D2 CHNL 1600mm 279 Optz Plus D2 CHNL 800mm 280 OPTIMIZER PLUS-DRIVE TYPE 281 2 Bay Drive Type 1050 SD2 282 2 Bay Drive Type 1050 LD2 283 2 Bay Drive Type 1050 TD2 284 (1050W, 400D, 2361H) 285 CHANNELS (RAILS) 286 Optz Plus D2 CHNL 2400mm 287 Optz Plus D2 CHNL 800mm 288 OPTIMIZER PLUS-DRIVE TYPE 289 2 Bay Drive Type 1050 SD2 290 2 Bay Drive Type 1050 LD2 291 2 Bay Drive Type 1050 TD2 292 (1050W, 400D, 2361H) 293 CHANNELS (RAILS) 294 Optz Plus D2 CHNL 2400mm 295 Optz Plus D2 CHNL 1600mm 296 OPTIMIZER PLUS-DRIVE TYPE 297 2 Bay Drive Type 1050 SD2 298 2 Bay Drive Type 1050 LD2 299 2 Bay Drive Type 1050 TD2 300 (1050W, 400D, 2361H) 301 CHANNELS (RAILS) 302 Optz Plus D2 CHNL 2400mm 303 OPTIMIZER PLUS-DRIVE TYPE 304 2 Bay Drive Type 1050 SD2 305 2 Bay Drive Type 1050 LD2 306 2 Bay Drive Type 1050 TD2 307 (1050W, 400D, 2361H) 308 CHANNELS (RAILS) 309 Optz Plus D2 CHNL 2400mm 310 Optz Plus D2 CHNL 1600mm 311 Optz Plus D2 CHNL 800mm 312 OPTIMIZER PLUS-DRIVE TYPE 313 2 Bay Drive Type 900 SD2 314 2 Bay Drive Type 900 LD2 315 2 Bay Drive Type 900 TD2 316 900W X 400D X 2361H 317 CHANNELS (RAILS) 318 Optz Plus D2 CHNL 2400mm 319 Optz Plus D2 CHNL 800mm 320 OPTIMIZER PLUS-DRIVE TYPE 321 2 Bay Drive Type 900 SD2 322 2 Bay Drive Type 900 LD2 323 2 Bay Drive Type 900 TD2 324 900W X 400D X 2361H 325 CHANNELS (RAILS) 326 Optz Plus D2 CHNL 2400mm 327 Optz Plus D2 CHNL 1600mm 328 Optz Plus D2 CHNL 800mm 329 OPTIMIZER PLUS-DRIVE TYPE 330 2 Bay Drive Type 900 SD2 331 2 Bay Drive Type 900 LD2 332 2 Bay Drive Type 900 TD2 333 900W X 400D X 2361H 334 CHANNELS (RAILS) 335 Optz Plus D2 CHNL 2400mm 336 Optz Plus D2 CHNL 1600mm 337 OPTIMIZER PLUS-DRIVE TYPE 338 2 Bay Drive Type 900 SD2 339 2 Bay Drive Type 900 LD2 340 2 Bay Drive Type 900 TD2 341 900W X 400D X 2361H 342 CHANNELS (RAILS) 343 Optz Plus D2 CHNL 2400mm 344 Optz Plus D2 CHNL 1600mm 345 Optz Plus D2 CHNL 800mm 346 OPTIMIZER PLUS-DRIVE TYPE 347 2 Bay Drive Type 900 SD2 348 2 Bay Drive Type 900 LD2 349 2 Bay Drive Type 900 TD2 350 900W X 400D X 2361H 351 CHANNELS (RAILS) 352 Optz Plus D2 CHNL 2400mm 353 Optz Plus D2 CHNL 1600mm 354 Optz Plus D2 CHNL 800mm 355 OPTIMIZER PLUS-DRIVE TYPE 356 2 Bay Drive Type 900 SD2 357 2 Bay Drive Type 900 LD2 358 2 Bay Drive Type 900 TD2 359 900W X 400D X 2361H 360 CHANNELS (RAILS) 361 Optz Plus D2 CHNL 2400mm 362 Optz Plus D2 CHNL 800mm 363 OPTIMIZER PLUS-DRIVE TYPE 364 Optz Plus SD2 365 Optz Plus TD2 Solid back panel 366 (1200W, 400D, 2361H) 367 Optz Plus Hinge door Pair 1200mm 2361mm PS 368 CHANNELS (RAILS) 369 Optz Plus D2 CHNL 2400mm 370 Optz Plus D2 CHNL 800mm 371 OPTIMIZER PLUS-DRIVE TYPE 372 Optz Plus SD2 373 Optz Plus TD2 Solid back panel 374 (1200W, 400D, 2361H) 375 Optz Plus Hinge door Pair 1200mm 2361mm PS 376 CHANNELS (RAILS) 377 Optz Plus D2 CHNL 2400mm 378 Optz Plus D2 CHNL 800mm 379 OPTIMIZER PLUS-DRIVE TYPE 380 Optz Plus SD2 381 Optz Plus TD2 Solid back panel 382 (1200W, 400D, 2361H) 383 Optz Plus Hinge door Pair 1200mm 2361mm PS 384 CHANNELS (RAILS) 385 Optz Plus D2 CHNL 2400mm 386 Optz Plus D2 CHNL 800mm 387 OPTIMIZER PLUS-DRIVE TYPE 388 Optz Plus SD2 389 Optz Plus TD2 Solid back panel 390 (1200W, 400D, 2361H) 391 Optz Plus Hinge door Pair 1200mm 2361mm PS 392 CHANNELS (RAILS) 393 Optz Plus D2 CHNL 2400mm 394 Optz Plus D2 CHNL 800mm 395 OPTIMIZER PLUS-DRIVE TYPE 396 Optz Plus SD2 397 Optz Plus LD2 398 Optz Plus TD2 Solid back panel 399 (1200W, 400D, 2361H) 400 CHANNELS (RAILS) 401 Optz Plus D2 CHNL 2400mm 402 Optz Plus D2 CHNL 1600mm 403 Optz Plus D2 CHNL 800mm 404 OPTIMIZER PLUS-DRIVE TYPE 405 2 Bay Drive Type 1050 SD2 406 2 Bay Drive Type 1050 LD2 407 2 Bay Drive Type 1050 TD2 408 (1050W, 400D, 2361H) 409 CHANNELS (RAILS) 410 Optz Plus D2 CHNL 2400mm 411 Optz Plus D2 CHNL 1600mm 412 Optz Plus D2 CHNL 800mm 413 OPTIMIZER PLUS-DRIVE TYPE 414 2 Bay Drive Type 1050 SD2 415 2 Bay Drive Type 1050 LD2 416 2 Bay Drive Type 1050 TD2 417 (1050W, 400D, 2361H) 418 CHANNELS (RAILS) 419 Optz Plus D2 CHNL 2400mm 420 Optz Plus D2 CHNL 1600mm 421 Optz Plus D2 CHNL 800mm 422 OPTIMIZER PLUS-DRIVE TYPE 423 2 Bay Drive Type 1050 SD2 424 2 Bay Drive Type 1050 LD2 425 2 Bay Drive Type 1050 TD2 426 (1050W, 400D, 2361H) 427 CHANNELS (RAILS) 428 Optz Plus D2 CHNL 2400mm 429 Optz Plus D2 CHNL 800mm 430 OPTIMIZER PLUS-DRIVE TYPE 431 2 Bay Drive Type 1050 SD2 432 2 Bay Drive Type 1050 LD2 433 2 Bay Drive Type 1050 TD2 434 (1050W, 400D, 2361H) 435 CHANNELS (RAILS) 436 Optz Plus D2 CHNL 2400mm 437 Optz Plus D2 CHNL 1600mm 438 OPTIMIZER PLUS-DRIVE TYPE 439 2 Bay Drive Type 1050 SD2 440 2 Bay Drive Type 1050 LD2 441 2 Bay Drive Type 1050 TD2 442 (1050W, 400D, 2361H) 443 CHANNELS (RAILS) 444 Optz Plus D2 CHNL 2400mm 445 OPTIMIZER PLUS-DRIVE TYPE 446 2 Bay Drive Type 1050 SD2 447 2 Bay Drive Type 1050 LD2 448 2 Bay Drive Type 1050 TD2 449 (1050W, 400D, 2361H) 450 CHANNELS (RAILS) 451 Optz Plus D2 CHNL 2400mm 452 Optz Plus D2 CHNL 1600mm 453 Optz Plus D2 CHNL 800mm 454 OPTIMIZER PLUS-DRIVE TYPE 455 2 Bay Drive Type 900 SD2 456 2 Bay Drive Type 900 LD2 457 2 Bay Drive Type 900 TD2 458 900W X 400D X 2361H 459 CHANNELS (RAILS) 460 Optz Plus D2 CHNL 2400mm 461 Optz Plus D2 CHNL 800mm 462 OPTIMIZER PLUS-DRIVE TYPE 463 2 Bay Drive Type 900 SD2 464 2 Bay Drive Type 900 LD2 465 2 Bay Drive Type 900 TD2 466 900W X 400D X 2361H 467 CHANNELS (RAILS) 468 Optz Plus D2 CHNL 2400mm 469 Optz Plus D2 CHNL 1600mm 470 Optz Plus D2 CHNL 800mm 471 OPTIMIZER PLUS-DRIVE TYPE 472 2 Bay Drive Type 900 SD2 473 2 Bay Drive Type 900 LD2 474 2 Bay Drive Type 900 TD2 475 900W X 400D X 2361H 476 CHANNELS (RAILS) 477 Optz Plus D2 CHNL 2400mm 478 Optz Plus D2 CHNL 1600mm 479 OPTIMIZER PLUS-DRIVE TYPE 480 2 Bay Drive Type 900 SD2 481 2 Bay Drive Type 900 LD2 482 2 Bay Drive Type 900 TD2 483 900W X 400D X 2361H 484 CHANNELS (RAILS) 485 Optz Plus D2 CHNL 2400mm 486 Optz Plus D2 CHNL 1600mm 487 Optz Plus D2 CHNL 800mm 488 OPTIMIZER PLUS-DRIVE TYPE 489 2 Bay Drive Type 900 SD2 490 2 Bay Drive Type 900 LD2 491 2 Bay Drive Type 900 TD2 492 900W X 400D X 2361H 493 CHANNELS (RAILS) 494 Optz Plus D2 CHNL 2400mm 495 Optz Plus D2 CHNL 1600mm 496 Optz Plus D2 CHNL 800mm 497 OPTIMIZER PLUS-DRIVE TYPE 498 2 Bay Drive Type 900 SD2 499 2 Bay Drive Type 900 LD2 500 2 Bay Drive Type 900 TD2 501 900W X 400D X 2361H 502 CHANNELS (RAILS) 503 Optz Plus D2 CHNL 2400mm 504 Optz Plus D2 CHNL 800mm 505 Electrical Works 506 Wiring point for light in 1.5 sq. mm.FRLSHPVC insulated multistrandsingle core copper conductor cable (drawn through existing concealed steel conduit) and 5 Amp.flush type switch & ceiling rose/angle/batten holder fixed with 3mm thick phenolic laminated backalite sheet with brass machine screws andcup washers mounted over existing M.S. switch board box/ junction box with supply of all material, labour & T&P etc. required for proper completion of the work as directedat site by the Engineer in charge. 174B/2018 507 Same asin item no.174 (B)but for ceiling fan. 177B/2018 508 Wiring point for exhaust fan in 1.5 sq. mm.FRLSH PVC insulated multistrand single core copper conductor cable (drawn through existing concealed conduit) and 15 Amp flush type switch & ceilingrose fixed with 3 mm thick phenolic laminatedbackalite sheet with brass machine screws and cup washers mounted over the existing M.S. box/ Junction box requiredfor proper completion of the work as directed at site by the Engineer in charge. 179B/2018 509 Wiringpointforplugwith 1.5 sq. mm.FRLSH PVC insulated multistrand single core copper conductor cable inheavyguagerigidsteel conduit partly concealed in wall and partly laid in slab alongwith the reinforcementbefore concreting, complete with14 SWG copper earth continuity wire and piano typeswitch and socket etc., complete in all respect including matching colour wash. 141B/2018 510 Supply and fixing of switch box 100 x 100 x 50 mm size of approved make made up of 1.0 mm thickISI Marked G.P.sheet All 4 corners folded & spot welded for screw and holes plugged with PVC Nylon Caps . Two or more holes for pipe entryof 25.4 mm on upper and lower sides of the box. Holes shuld be semi-shuttered type and fitted with heavy brass Earth Piller duly screwed & brand name should be embossed. Box flushed in wall including cutting of brick work, fixing it to the level with cement sand mortar, including matching colour wash with s/o all materials, labour and T&P required for proper completion of work as directed at site by the Engineer in charge. 159/2018 511 Supply and wiring of3 number 4 sq. mm. FRLSH PVC insulated 1100V grade multistrand single core copper conductor cablein 25 mm dia heavy guage rigid steel conduit concealed in wall with two number14SWG copper earth continuity wire, including matching colour wash etc, complete in all respect. 512 Supply and wiring of 3 number 6 sq. mm. FRLSH PVC insulated 1100V grade multistrand single core copper conductor cable in 25 mm dia heavy guage rigid steel conduit concealed in wall with twonumber 14SWG copper earth continuity wire, including matching colour wash etc, complete in all respect. 513 S&F of 0.5 Amp to 5 Amp. SP MCB (10KA) C Curve. CAT A 514 S&F of 6 Amp to 32 Amp. SPMCB (10 KA) C Curve. CAT A 515 S&F of50 Ampto63Amp.SPMCB(10KA)1003B/2018 516 S&F of 63 Amp.T.P. Isolator. 1006B/2018 517 S&F surface/flush mounting 8ways SPN distribution board with additional metal door without MCB complete in all respect, as directedbyEngineer in charge. 1024A/2018 518 S & F surface/Flush mounting 6waysV TPN distribution board without additional Door without MCB complete in all respect,as directed at site byEngineer in charge. 1027B/2018 519 Supply and erection of factory fabricated and wired metal clad dust and vermin proof floor mounting panel TPN switch board complete with the following HRC type heavy duty TPN fuse switches with fuses and instrument chamber etc. complete in all respects. The instrument chamber shall be separate and shall comprise of flush type ammeter, voltmerer, selector switches for ammeter and voltmeter, instrument fuses, current transormer etc. The board shall have suitable capacity electroytic alumininum busbars as per IS8623 istulate with heat shrink sleeving and mountendon non hygroscopic supports such as CMC/DMC support with deteachable side covers and shall be suitable for extension on the sides. The switches shall be complete with suitable cable end boxes, reverse entery boxes in case of pedestaal type, cable sockets, compression glands and indicating lamp on incoming etc. 520 The job includes the grounting of the board as per direction of Engineer-in-Charge. All coutgoing switches of 100 Amp. and above will be provided with ampere metre current transformers and selector switches and instrument fuses etc. The switches board shall be fabricated with CRCA sheet with a minimum thickness of 1.6 mm/2 mm. Cubicle type switch board shall be of cat A B & B-II and pedestal type for Cat-B and C only. 521 Incoming 522 100 Amp. TPN-1 No 523 Outgoing 524 63 Amp. TNP-2 Nos. 525 Cat. B. Cubicle Type 526 Supply Installation Testing & Commissioning of 10kW 24V Power Backup System with 1/2 Hour Battery Backup.The system Rating : 10kWIncoming : 230V AC +/- 10%Out Put : 24V DC +/- 1%Incoming Current Rating : 60A (Max)Outgoing Current Rating : 420A (6 Nos. x 70A)Backup : Battery BackpBackup Time : 30 MinuteIncoming Breaker : 63A DP MCCBOutput Breaker : 6 Nos. 100A DP MCB/MCCBEnclosre : CRCA Sheet Encosure Enclosre Painting : Powder Coated Painting after 7 Tank Sheet Treatement Process 527 Supply, Installation, Testing and Commissioning of 1200 mm sweep, DC Ceiling/Wall Fans 528 Supply, installation and testing of DC Exhaust fan 529 Supply, installation and testing of DC lights
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 2
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32.
Housing Urban and Rular Development #9456642 Technical Bid
Tender For Cultural And Urban Rejuvenation, Widening Beautifications Of Ramghat, Approach And Precinct At Chitrakoot (U.P.), 1 Cultural and Urban Rejuvenation, Widening Beautifications of Ramghat, Approach and Precinct at Chitrakoot (U.P.) 2 STAMB - 04 Nos. 3 Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. 4 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 5 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from naturalsources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 6 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). 7 Centering and shuttering including strutting, propping etc. and removal of form for 8 Foundations, footings, bases of columns, etc. for mass concrete 9 Columns, Pillars, Piers, Abutments, Posts and Struts 10 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. 11 Supplying, fabricating, transporting, hoisting and fixing in position good quality of sandstone in various elements for all levels. Stone shall be free from cracks, lines stains and even in shade for each element. The The stone shall be fine grained and reddish or buff-colored (locally available). The work shall be carried out as per attached drawings with different process of i.e carving (manual/ by machine), ornamental work, traditional work, figure work (any type, any size), CNC cutting, moulding. The carving and molding work shall be of very good quality. The stones to be fixed in line, level and plumb in all respect with the use of brass clamps, pins, (to be paid separetely) dowels, cement slurry with matching pigment and Epoxy of Akemi Germany, Ardex Endura, MYK laticrete or approved make as required and as approved by the Architects. 12 Providing and fixing readymade Decorative Ornamental Stone CHATRI per customized size andDesign as per architect in charge Design as per architect in charge 13 Providing and fixing readymade Decorative Ornamental Stone Sclupture per customized size andDesign as per architect in charge Design as per architect in charge 14 GHAT EDGE FAÇADE BEAUTIFICATION 15 Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. 16 Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. 17 Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of: G.I. Sheet 18 Demolishing R.B. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in- charge. 19 Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. 20 Dismantling steel work in single sections including dismembering and stacking within 50 metres lead in:Channels, angles, tees and flats 21 Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. 22 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chaijjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). 23 Centering and shuttering including strutting, propping etc. and removal of form for 24 Lintels, beams, plinth beams, girders, bressumers and cantilevers 25 Suspended floors, roofs, landings, balconies and accessplatform 26 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. 27 15 mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement: 6 coarse sand) 28 Raking out joints in lime or cement mortar and preparing the surface for re-pointing or replastering, including disposal of rubbish to the dumping ground within 50 metres lead. 29 Repair to plaster of thickness 12mm to 20 mm in patches of area 2.5 sqm and under, including cutting the patch in proper shape, raking out joints and preparing plastering the wall surface with white cement based polymer modified self curing mortar, including disposal of rubbish, all complete as per the direction of Engineer-In-Charge. 30 Extra for plastering done on moulding, cornices or architraves including neat finish to line and level: 13.24.1 in one coat 31 Melamine polishing on wood work (one or more coat). 32 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately).Second class teak wood 33 Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows, fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note: Butt hinges and necessary screws shall be paid separately).Second class teak wood35 mm thick shutters 34 Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick.Float glass panes4 mm thick glass pane (weight not less than 10 kg/sqm). 35 Providing and fixing plain jaffri door and window shutters including bright or/and black enamelled M.S. butt hinges with necessary screws 35x10 mm laths placed 35 mm apart (frames to be paid separately), including fixing 50x12 mm beading complete with : 14.27.1 Second class teak wood 36 Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead :15.13.1 Of area 3 sq. metres and below 37 Providing and fixing bright finished brass door latch with necessary screws etc. complete : 250x16x5 mm 38 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : 39 (a) 250 mm x 10mm 40 (a) 200 mm x 10mm 41 Providing and fixing bright finished brass handles with screws etc. complete:125 mm 42 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 43 Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately)40mm WhiteSandstone: 44 Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required (DSR 8.15) 45 Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases.(DSR 8.16) 46 Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, upto 25 meter height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40mm dia M.S. tube, placed 1.5 meter centre to centre, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and approval of Engineer-in-charge.Note:- (1) The elevational area of the scaffolding shall be measured for payment purpose (2) The payment will be made once only for execution of all items for such works. 47 Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied@ 2.20kg/10 sqm 48 Providing and Finishing wall with Smooth textured Stucco Marble/Sea shell/mettalics crinkle paint high sheen and smooth finish(oyster grey) shade to be aproved by Architect in charge (asian or equivalent) 49 Providing and Finishing surface with Artistic Mural and Painting as per Design received from Architect incharge 50 Providing and fixing of Cast-Iron bracket inspired by traditional architecture pattern as per designincluding fixing in wall etc all complete in direction of engineer in charge. 51 Providing & fixing of signages made in sand stone / marble stone with ingraving & inlay work as per drawign & design etc all complete in direction of engineetr in charge. 52 Providing and Fixing Awning with Polyester PVC Roll Up Awning, Shape Rectangle Material: Polyester, Frame Material: Aluminium, Pattern: Plain of approved make from Architect incharge including the cost of all the necessary fixtures and fittings 53 Stone Work Stone work, plain in copings, cornices, string courses and plinth courses, upto 75 mm thick in Cement mortar 1:6 (1 cement : 6 coarse sand), including pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade. 54 Providing and fixing ornamnetal stone chattri, the cost of ornamental engraving ethcing and hand carving through CNC or any suitable mediums, also incuding the cost of all necessary fixtures and fittings of Steel and Stone at all heights as per drawing approved from Architect incharge 55 Supplying, fabricating, & fixing in position ornamenrtal top shikhar and chattri of required size and proportion ingood quality sandstone of minimum thickness of 75mm inlcuding oranmentiaon through CNC, hand chisleing or any other medium required in cement concrete of size apprx.1000mm X .900MM & 200mm dimensions as per design approved by Architect in charge 56 Researh, design and execution of multiple forms of artworks on wall using CNC machines on upto 150mm thick sand stone as per approval with dry cladding using stainless Steel 304 Grade Fasterners & Cramps anchored to existing RCC/Brick wall surface as per site requirements all complete. Design will be depicted wtih the help of carving, embossing, engraving an inserting. The depth of the thickness of the letters/images/pattern on teh stone should range from 20mm thickness to 70mm from the base stone. At least 50% of the surface area of stone cladding will have decorative artwork, 50% area will have plain stone cladding of same material. The item includes stone finish all complete as per the approval of the Architect/Engineer-in-Charge. 57 Providing and fixing horizontal chajja of stone 40 mm thick and upto 80 cm projection in cement mortar 1:4 (1 cement : 4 coarse sand), including ointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : 7.29.1 Red sand stone 58 Providing and fixing red sand stone brackets 55x22.5x45 cm sunk and moulded including providing and fixing with 4 Nos gun metal cramp 25x6 mm 30 cm long 59 Providing and fixing stone jali 40 mm thick throughout in cement mortar 1:3 (1 cement : 3 coarse sand), including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment, matching the stone shade, jali slab without any chamfers etc. 7.33.1 Red sand stone 60 Supplying, fabricating, transporting, hoisting and fixing in position good quality of 70 mm red sandstone in various elements for all levels. Stone shall be free from cracks, lines stains and even in shade for each element. The stone shall be fine grained and reddish or buff-colored (locally available). The work shall be carried out as per attached drawings with different process of i.e carving (manual/ by machine), ornamental work, traditional work, figure work (any type, any size), CNC cutting, moulding. The carving and molding work shall be of very good quality. The stones to be fixed in line, level and plumb in all respect with the use of brass clamps, pins, (to be paid separetely) dowels, cement slurry with matching pigment and Epoxy of Akemi Germany, Ardex Endura, MYK laticrete or approved make as required and as approved by the Architects. 61 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applyinga priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished seamless type tubes 62 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet shouldhave protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting tosize and shape wherever required. 63 Drilling suitable holes in reinforced or plain cement concrete with power driven drill machine to a minimum depth of 100mm upto 200mm in RCC beams, lintels, columns and slabs to introduce steel bars for sunshades/balconies including fixing the steel bars in position using epoxy resin anchor grout of approved make but excluding the cost of reinforcement, all complete as per direction of Engineer-In-Charge. 64 Providing and injecting HM-500 Epoxy Anchoring Type: HM-500 : Red or Black Density: 1.5±0.1g/cm³ in proportion Mix Ratio: 3:1 Color/ or recommended by the manufacturer into drills cracks/honey-comb area of concrete/masonry by suitable gun/pump at required pressure including cutting of nipples after curing etc. complete as per directions of Engineer-in-Charge. (make Hilti/HM or equivalent) 65 FAÇADE PAINTING 66 Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. 67 Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. 68 15 mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement: 6 coarse sand) 69 Raking out joints in lime or cement mortar and preparing the surface for re-pointing or replastering, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. 70 Repair to plaster of thickness 12mm to 20 mm in patches of area 2.5 sqm and under, including cutting the patch in proper shape, raking out joints and preparing plastering the wall surface with white cement based polymer modified self curing mortar, including disposal of rubbish, all complete as per the direction of Engineer-In-Charge. 71 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 72 Extra for plastering done on moulding, cornices or architraves including neat finish to line and level: 13.24.1 in one coat 73 Melamine polishing on wood work (one or more coat). 74 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture 75 Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, upto 25 meter height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40mm dia M.S. tube, placed 1.5 meter centre to centre, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and approval of Engineer-in-charge. Note:- (1) The elevational area of the scaffolding shall be measured for payment purpose.(2) The payment will be made once only for execution of all items for such works. 76 Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied@ 2.20kg/10 sqm 77 Providing and Finishing wall with Smooth textured Stucco Marble/Sea shell/mettalics crinkle paint high sheen and smooth finish(oyster grey) shade to be aproved by Architect in charge (asian or equivalent) 78 COBBLED PATHWAY 79 Dismantling floors to be stone flagged or tiled floor and including stacking of dismantled materials as directed by the Engineer-in- charge with in a distance of 60 meters (200 ft.) 80 Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. 81 Providing and laying Cement concrete 1:4:8 (1cement :4 coarse sand :8graded stone ballast 40 mm. nominal size) including supply of all materials, labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation. 82 Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. (The panel shuttering work shall bepaid for separately 83 ACI (HIGH PERFORMANCE STAMPED CONCRETE) Applying and finishing the top surface of concrete, in accordance with sprinkling of ACI color hardener at the rate of 0.31 kg./sq.ft., Floating the surface with different types of floaters, application of release agent at the rate of 0.011 kg./sq.ft , stamping the concrete with stamping tools, cleaning the surface with water and application of acrylic based sealer at the rate of 0.035 ltr/sq.ft, for finishing. Complete for play area, parking areas, Compound flooring, Podium, Basement flooring, External roads etc. 84 RED SAND STONE PATHWAY 85 Dismantling floors to be stone flagged or tiled floor and including stacking of dismantled materials as directed by the Engineer-in- charge with in a distance of 60 meters (200 ft.) 86 Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. 87 Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. 88 Providing and laying Cement concrete 1:4:8 (1cement :4 coarse sand :8graded stone ballast 40 mm. nominal size) including supply of all materials, labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation. 89 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 Red sand stone 90 Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8 mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20 mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. 91 Stone work in plain ashlar in super structure upto floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) including pointing with cementmortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade :Both face dressed 92 GHAT STEPS 93 Dismantling floors to be stone flagged or tiled floor and including stacking of dismantled materials as directed by the Engineer-in- charge with in a distance of 60 meters (200 ft.) 94 Dismantling sundried brick work including stackingofdismantling materialsas directed bythe Engineering- in- chargewith ina distance of60 meters (200 ft.) 95 Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. 96 Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. 97 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 98 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 99 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 100 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chaijjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). 101 Centering and shuttering including strutting, propping etc. and removal of form for 102 Foundations, footings, bases of columns, etc. for massconcrete. 103 Walls (any thickness) including attached pilasters,butteresses, plinth and string courses etc. 104 Suspended floors, roofs, landings, balconies and accessplatform 105 Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) : 106 300 mm dia piles 107 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. 108 Class M-150 brick work in 1:6 cement coarse sand (of 2.25 fineness modulus) mortar infoundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work. 109 40 mm thick rubbed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints 3 mm thick, side buttered with cement mortar 1:2 (1 cement : 2 stone dust) admixed with pigment to match the shade of stone and pointing with same mortar.White/pink sand stone flooring 110 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). 111 Providing and fixing stone jali 40 mm thick throughout in cement mortar 1:3 (1 cement : 3 coarse sand), including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment, matching the stone shade, jali slab without any chamfers etc. Red sand stone 112 CHATRI PLATEFORM- 06 Nos. 113 Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.Hard rock (blasting prohibited) 114 Dismantling floors to be stone flagged or tiled floor and including stacking of dismantled materials as directed by the Engineer-in- charge with in a distance of 60 meters (200 ft.) 115 Dismantling sundried brick work including stackingofdismantling materialsas directed bythe Engineering- in- chargewith ina distance of60 meters (200 ft.) 116 Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. 117 Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. 118 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 119 Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. 120 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 121 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 122 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chaijjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). 123 Centering and shuttering including strutting, propping etc. and removal of form for 124 Foundations, footings, bases of columns, etc. for massconcrete. 125 Walls (any thickness) including attached pilasters,butteresses, plinth and string courses etc. 126 Suspended floors, roofs, landings, balconies and accessplatform 127 Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) : 128 300 mm dia piles 129 Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. 130 Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing. 131 Note: 2. Testing agency shall submit the design of loading platform for the approval of Engineer-in-charge. 132 Group of two or more piles upto 50 tonne Safe capacity 133 Initial test (Test Load 2.5 times the Safe capacity) 134 Routine test (Test Load 1.5 times the Safe capacity) 135 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. 136 Class M-150 brick work in 1:6 cement coarse sand (of 2.25 fineness modulus) mortar infoundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work. 137 40 mm thick rubbed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints 3 mm thick, side buttered with cement mortar 1:2 (1 cement : 2 stone dust) admixed with pigment to match the shade of stone and pointing with same mortar. 138 Red sand stone flooring 139 Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately)40mm WhiteSandstone: 140 Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required (DSR 8.15) 141 Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases.(DSR 8.16) 142 Researh, design and execution of multiple forms of artworks on wall using CNC machines on upto 150mm thick sand stone as per approval with dry cladding using stainless Steel 304 Grade Fasterners & Cramps anchored to existing RCC/Brick wall surface as per site requirements all complete. Design will be depicted wtih the help of carving, embossing, engraving an inserting. The depth of the thickness of the letters/images/pattern on teh stone should range from 20mm thickness to 70mm from the base stone. At least 50% of the surface area of stone cladding will have decorative artwork, 50% area will have plain stone cladding of same material. The item includes stone finish all complete as per the approval of the Architect/Engineer-in-Charge. 143 Providing and fixing stone jali 40 mm thick throughout in cement mortar 1:3 (1 cement : 3 coarse sand), including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment, matching the stone shade, jali slab without any chamfers etc.Red sand stone 144 Cost of Electrical 145 WHITE / PINK SAND STONE PATHWAY 146 Dismantling floors to be stone flagged or tiled floor and including stacking of dismantled materials as directed by the Engineer-in- charge with in a distance of 60 meters (200 ft.) 147 Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. 148 Providing and laying Cement concrete 1:4:8 (1cement :4 coarse sand :8graded stone ballast 40 mm. nominal size) including supply of all materials, labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation. 149 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints finished flush.White/ pink sand stone 150 Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8 mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20 mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. 151 RED SAND STONE PATHWAY 152 Dismantling floors to be stone flagged or tiled floor and including stacking of dismantled materials as directed by the Engineer-in- charge with in a distance of 60 meters (200 ft.) 153 Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. 154 Providing and laying Cement concrete 1:4:8 (1cement :4 coarse sand :8graded stone ballast 40 mm. nominal size) including supply of all materials, labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation. 155 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 Red sand stone 156 Development of Chattri 157 Stone work in plain ashlar in super structure upto floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) including pointing with cement mortar 1:2 (1 Red cement : 2 stone dust) with an admixture of pigment matching the stone shade : 158 ( Red Sandstone) 159 Stone work ashlar sunk or moulded or sunk and moulded upto floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) including pointing with Red cement mortar 1:2 (1 Red cement : 2 stone dust) with an admixture of pigment matching the stone shade : 160 ( Red Sandstone) 161 Stone work plain ashlar in arches in super structure upto floor V level in cement mortar 1:3 (1 cement : 3 coarse sand) including centering, shuttering and pointing with Red cement mortar 1:2 (1 Red cement : 2 stone dust) with an admixture of pigment matching the stone shade. 162 Both face dressed ( Red Sandstone) 163 Stone work plain ashlar in domes , in super structure upto floor V level in cement mortar 1:3 (1 cement : 3 coarse sand) including centering, shuttering and pointing with Red cement mortar 1:2 (1 Red cement : 2 stone dust) with an admixture of pigment matching the stone shade. 164 Both face dressed ( Red Sandstone) 165 Changing rooms 166 Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. 167 Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. 168 Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 kms. from the site of work and including watering, dressing etc rate to include cost of all materials labour T & P etc required for proper completion of work. 169 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 170 Centering and shuttering including strutting, propping etc. and removal of form for 171 Lintels, beams, plinth beams, girders, bressumers andcantilevers 172 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 173 Thermo-Mechanically Treated bars of grade Fe-500D or more. 174 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) 175 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate 176 Supply and installation of Portable cabin of size 12’x4’ x 8.5’.Changing room including (3 Main Door, 3 fan, 3 Led Light, vinyl Flooring, 3 clothe Hanger and 3 bulked light above the door.3 mirror) & Legs and Hooks for easy lifting & Shifting with technical specification as given, All finishes and design work will be complete in direction of architect In charge.Base Square- Pipe Of 75X 40 MM with 5 mm thickness. Along With Square Pipe Of 75MM X 40 MM& 50x50mm.(Welded With M.S Square pipe From Length To Length.), Top frame - Square Pipe Of 50MM X 50 MM (Welded With M.S Pipe From Width To Width).Side wall stiffener- 40MMx20MM specially formed Square PipeStiffener Top- Square Pipe of 40 X 20 Mm (Welded With M.S.Square Pipe)Side Post- 65MMx65MM specially formed M.S. Square Pipe.Roof Outside- Specially Plain M.S. SHEET 1MM thick, properly both side slopeFloor- Strong 18MM Everest Cement Board with PVC Flooring, 177 Insulation- All walls within the external wall & inner wall are filled with Glass wool 25 mm. thick which possess a rare combination like lower thermal conductivity & high resistance to moisture. 50MM on CeilingCeiling• Top outer MS sheet of 1mm thick.• Top inner decorated with 8mm thick MDF boardWall Surface• Exterior wall: - 1 mm MS Sheet.• Internal wall: - 8mm thick MDF board in Changing room & ACP in washroom.All wiring shell be concealed type and shell be PVC insulated copper wire. Single phase wiring with ISI mark. All electrical fitting in the Cabin Shall be 220-240V, Wiring, Modular switch and socket with wall Cabin Fan & 20 watts LED and Bulkhead(External) Light above door and 32amp MCB at the Input junction for safety.(ISI Mark) Anchor BrandAll components are primed externally and painted of best quality two coats of Enamel paint.Doors- Constructed of Steel Frame work by 30mm X 30mm X 3mm (thick) square pipe external wall made by M.S Sheet &Inner wall decorated by ACP Board and suitable door handles and hand drop. 178 Providing and fixing of Die cast Aluminum Pole duly primer coated & Polyester / Polyurethane painted including cost of Screen made of die cast aluminum framing, MS sheet & ornamental MS Perforated Sheet as per design and color approved by architect in charge 179 Male Urinal 180 Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. 181 Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. 182 Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 kms. from the site of work and including watering, dressing etc rate to include cost of all materials labour T & P etc required for proper completion of work. 183 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 184 Centering and shuttering including strutting, propping etc. and removal of form for 185 Lintels, beams, plinth beams, girders, bressumers andcantilevers 186 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 187 Thermo-Mechanically Treated bars of grade Fe-500D or more. 188 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) 189 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate 190 Supply and installation of Portable cabin of size 6’x4’ x 8.5’.Urinal Male including (2 Main Door, 2 Urinals, 2 exhaust fan, 2 Wash basin, Water Tank Stand, 2 Led Light, vinyl Flooring, 2 Soap case stand ,2 towel stand and 2 bulked light above the door.) & Legs and Hooks for easy lifting & Shifting with technical specification as given, All finishes and design work will be complete in direction of architect In charge.Base Square- Pipe Of 75X 40 MM with 5 mm thickness. Along With Square Pipe Of 75MM X 40 MM& 50x50mm.(Welded With M.S Square pipe From Length To Length.), Top frame - Square Pipe Of 50MM X 50 MM (Welded With M.S Pipe From Width To Width).Side wall stiffener- 40MMx20MM specially formed Square PipeStiffener Top- Square Pipe of 40 X 20 Mm (Welded With M.S.Square Pipe)Side Post- 65MMx65MM specially formed M.S. Square Pipe.Roof Outside- Specially Plain M.S. SHEET 1MM thick, properly both side slopeFloor- Strong 18MM Everest Cement Board with PVC Flooring, 191 Insulation- All walls within the external wall & inner wall are filled with Glass wool 25 mm. thick which possess a rare combination like lower thermal conductivity & high resistance to moisture. 50MM on CeilingCeiling• Top outer MS sheet of 1mm thick.• Top inner decorated with 8mm thick MDF boardWall Surface• Exterior wall: - 1 mm MS Sheet.• Internal wall: - 8mm thick MDF board in Changing room & ACP in washroom.All wiring shell be concealed type and shell be PVC insulated copper wire. Single phase wiring with ISI mark. All electrical fitting in the Cabin Shall be 220-240V, Wiring, Modular switch and socket with wall Cabin Fan & 20 watts LED and Bulkhead(External) Light above door and 32amp MCB at the Input junction for safety.(ISI Mark) Anchor BrandAll components are primed externally and painted of best quality two coats of Enamel paint.Doors- Constructed of Steel Frame work by 30mm X 30mm X 3mm (thick) square pipe external wall made by M.S Sheet &Inner wall decorated by ACP Board and suitable door handles and hand drop. 192 Providing and fixing of Die cast Aluminum Pole duly primer coated & Polyester / Polyurethane painted including cost of Screen made of die cast aluminum framing, MS sheet & ornamental MS Perforated Sheet as per design and color approved by architect in charge 193 Female Urinal 194 Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. 195 Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. 196 Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 kms. from the site of work and including watering, dressing etc rate to include cost of all materials labour T & P etc required for proper completion of work. 197 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 198 Centering and shuttering including strutting, propping etc. and removal of form for 199 Lintels, beams, plinth beams, girders, bressumers andcantilevers 200 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 201 Thermo-Mechanically Treated bars of grade Fe-500D or more. 202 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) 203 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate 204 Supply and installation of Portable cabin of size 6’x4’ x 8.5’.Urinal Female including (2 Main Door, 2 exhaust fan, 2 EWC with Seat cover, Flush tank, 2 in 1 Tapwith Jet Spray, 2 Wash basin, Water Tank Stand, 2 Led Light, vinyl Flooring,2 Soap case stand ,2 towel stand and 2 bulked light above the door).& Legs and Hooks for easy lifting & Shifting with technical specification as given, All finishes and design work will be complete in direction of architect In charge.Base Square- Pipe Of 75X 40 MM with 5 mm thickness. Along With Square Pipe Of 75MM X 40 MM& 50x50mm.(Welded With M.S Square pipe From Length To Length.), Top frame - Square Pipe Of 50MM X 50 MM (Welded With M.S Pipe From Width To Width).Side wall stiffener- 40MMx20MM specially formed Square PipeStiffener Top- Square Pipe of 40 X 20 Mm (Welded With M.S.Square Pipe)Side Post- 65MMx65MM specially formed M.S. Square Pipe.Roof Outside- Specially Plain M.S. SHEET 1MM thick, properly both side slopeFloor- Strong 18MM Everest Cement Board with PVC Flooring, 205 Insulation- All walls within the external wall & inner wall are filled with Glass wool 25 mm. thick which possess a rare combination like lower thermal conductivity & high resistance to moisture. 50MM on CeilingCeiling• Top outer MS sheet of 1mm thick.• Top inner decorated with 8mm thick MDF boardWall Surface• Exterior wall: - 1 mm MS Sheet.• Internal wall: - 8mm thick MDF board in Changing room & ACP in washroom.All wiring shell be concealed type and shell be PVC insulated copper wire. Single phase wiring with ISI mark. All electrical fitting in the Cabin Shall be 220-240V, Wiring, Modular switch and socket with wall Cabin Fan & 20 watts LED and Bulkhead(External) Light above door and 32amp MCB at the Input junction for safety.(ISI Mark) Anchor BrandAll components are primed externally and painted of best quality two coats of Enamel paint.Doors- Constructed of Steel Frame work by 30mm X 30mm X 3mm (thick) square pipe external wall made by M.S Sheet &Inner wall decorated by ACP Board and suitable door handles and hand drop. 206 Providing and fixing of Die cast Aluminum Pole duly primer coated & Polyester / Polyurethane painted including cost of Screen made of die cast aluminum framing, MS sheet & ornamental MS Perforated Sheet as per design and color approved by architect in charge 207 Covered drinking kiosk 208 Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. 209 Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. 210 Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 kms. from the site of work and including watering, dressing etc rate to include cost of all materials labour T & P etc required for proper completion of work. 211 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 212 Centering and shuttering including strutting, propping etc. and removal of form for 213 Lintels, beams, plinth beams, girders, bressumers andcantilevers 214 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 215 Thermo-Mechanically Treated bars of grade Fe-500D or more. 216 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) 217 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate 218 Providing and fixing of Die cast Aluminum Pole duly primer coated & Polyester / Polyurethane painted including cost of Screen made of die cast aluminum framing, MS sheet & ornamental MS Perforated Sheet as per design and color approved by architect in charge 219 Public Sanitation Block 220 Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. 221 Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. 222 Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 kms. from the site of work and including watering, dressing etc rate to include cost of all materials labour T & P etc required for proper completion of work. 223 Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : 224 Along the external wall below concrete or masonry apron using chemical emulsion @ 2.25 litres per linear metre including drilling and plugging holes etc.: 225 With Chlorpyriphos E.C. 20% with 1% concentration 226 Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: 227 With Chlorpyriphos E.C. 20% with 1% concentration 228 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 229 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 230 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chaijjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). 231 Centering and shuttering including strutting, propping etc. and removal of form for 232 Foundations, footings, bases of columns, etc. for massconcrete. 233 Suspended floors, roofs, landings, balconies and accessplatform 234 Lintels, beams, plinth beams, girders, bressumers andcantilevers 235 Columns, Pillars, Piers, Abutments, Posts and Struts 236 Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) : 237 300 mm dia piles 238 Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. 239 Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing. 240 Note: 2. Testing agency shall submit the design of loading platform for the approval of Engineer-in-charge. 241 Group of two or more piles upto 50 tonne Safe capacity 242 Initial test (Test Load 2.5 times the Safe capacity) 243 Routine test (Test Load 1.5 times the Safe capacity) 244 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) 245 Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size) 246 Applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. 247 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : 248 Cement mortar 1:6 (1 cement : 6 coarse sand) 249 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. 250 Cement mortar 1:4 (1 cement :4 coarse sand) 251 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 252 Thermo-Mechanically Treated bars of grade Fe-500D or more. 253 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level 254 Thermo-Mechanically Treated bars of grade Fe-500D or more 255 15mm thick plaster with cement mortar in proportion of 1:4 cement & coarse sand of 2.25 F.M. 256 15mm thick plaster with cement mortar in proportion of 1:6 cement & coarse sand of 2.25 F.M. (1) 1 cement : 6 coarse sand 257 Ground Floor 258 12mm thick plaster with cement mortar in proportion of 1:6 cement & coarse sand of 2.25 F.M. (1) 1 cement : 6 coarse sand 259 Ground Floor 260 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.Polished Granite stone slab of colour Black, Cherry/Ruby Red or equivalent 261 Providing and fixing 18 mm thick gang saw cut, mirror polished,premoulded and prepolished, machine cut for kitchen platforms, vanitycounters, window sills , facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cementmortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement,mixed with matching pigment, epoxy touch ups, including rubbing, curing,moulding and polishing to edges to give high gloss finish etc. complete at all levels. 262 Ground Floor 263 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 264 Ground Floor 265 Stone tile (polished) work for wall lining over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and cement slurry @ 3.3 kg/sqm including pointing in white cement complete.Granite of any colour and shade 266 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. 267 Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 268 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 269 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 270 Both side laminated 271 Providing and fixing factory made uPVC white colour casement/casement cum fixed glazed windows comprising of uPVC multi-chambered frame, sash and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriate dimension, EPDM 272 gasket, stainless steel (SS 304 grade) friction hinges, zinc alloy (white powder coated) casement handles, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardwares and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealant shall be paid separately) 273 Using R4 series with frame (64 mm & above) x (50 mm & above) & sash (64 mm & above) x (70 mm & above) & mullion (64 mm & above) x (70 mm & above). (Height above 1.8 metre; each openable shutter upto 0.8m width) 274 Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5 mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer’s specification and direction of Engineerin-Charge. 275 Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5 mm thick heat moulded PVC ‘C’ channel of size 30 mm thickness, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mm thick, 95 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mm x 2 ) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail, paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7 mm (5 mm+2 mm) thick x 15 mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the ‘C’ Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge, manufacturer’s specification & drawing.30 mm thick plain PVC door shutters 276 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two or more coats) over and including water thinnable priming coat with cement primer 277 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade:New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) 278 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two or more coats) over and including water thinnable priming coat with cement primer 279 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 280 Providing and fixing 150 mm bright finished floor brass door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete. 281 Providing and fixing ISI marked S.S. Sliding door bolts with nuts and screws etc. complete 282 (a) 300 mm x 16mm 283 Providing and fixing ISI marked S.S. Tower bolts black finish, (Barrel Type) with necessaryscrews etc. complete 284 300 mm x 10mm 285 250x10 mm 286 Providing and fixing ISI marked S.S. handles conforming to IS 4992 with necessary screws etc. complete.125mm 287 Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/sqm. of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300mm height including cleaning the surface before treatment.b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) 288 admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) After two days of proper curing applying a second coat of cement slurry using 2.75kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by 289 Engineer-in-charge. d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge : With average thickness of 120mm and minimum thickness at khurra as 65 mm. 290 Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick. Float glass panes 4 mm thick glass pane (weight not less than 10 kg/sqm). 291 Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 292 P/F Mild steel or iron in heavey sizes such as trusses, built up gates, record racks, roof work, gates etc. wrougyht to required form, including drilling holes riverting or welding where necessary & their fixing, required for proper completion of the work 293 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : 294 Two or more coats on new work 295 Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : Red sand stone - exposed face fine dressed with rough backing . 70mm thick 296 Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required. 297 Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases. 298 Supplying, designing, fabricating, transporting, hoisting and fixing in position mural works in good quality of 70 mm Red sandstone, and 18mm marble insertion and 6-10mm powder coated MS sheet in various elements for all levels. Stone shall be free from cracks, lines stains and even in shade for each element. The stone shall be fine grained and reddish or buff-colored (locally available). The work shall be carried out as per attached drawings with different process of i.e carving (manual/ by machine), ornamental work, traditional work, figure work (any type, any size), CNC cutting, moulding, etching, buffing and polishing. The carving and molding work shall be of very good quality. The work to be fixed in line, level and plumb in all respect with the use of brass clamps, pins, (to be paid separetely) dowels, cement slurry with matching pigment and Epoxy of Akemi Germany, Ardex Endura, MYK laticrete or approved make as required and as approved by the Architect in charge. 299 Providing and fixing stone jali 40 mm thick throughout in cement mortar 1:3 (1 cement : 3 coarse sand), including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment, matching the stone shade, jali slab without any chamfers etc. Red sand stone 300 Stone work, plain in copings, cornices, string courses and plinth courses, upto 75 mm thick in Cement mortar 1:6 (1 cement : 6 coarse sand), including pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade. Red sand stone 301 Plumbing Work 302 SUB HEAD-I-SANITARY INSTALLATIONS 303 Providing and fixing white vitreous chinaextended wall mounting type water closet of size 780x370x690 mm of approved shape including providing & fixing white viterous china cistern with dual flush fittings of flushing capacity 3 litre / 6 litre ( adjustable to 4 litre / 8 litres ) includung seat cover & cistern fittings nuts , bolts and gaskets etc complete. 304 Providing & fixing toilet paper holder 305 C.P. brass 306 Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. 307 Providing and fixing Jaquar Make Hand Shower (Health Faucet) with 8mm Dia,1.2 Meter Long Flexible Tube & Wall Hook of quality and make as approved by Engineer - in - charge. 308 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: 309 White Vitreous China Wash basin size 630x450 mm witha single 15 mm C.P. brass pillar tap 310 Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. 311 Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. 312 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms. 313 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 314 Providing and fixing C.P.brass angle valve for basin mixer and geyser points of approved quality conforming to IS 8931 (including angle valve for WC flushing cistern & jet) 315 15 mm nominal bore 316 Providing and fixing uplasticised PVC connection pipe with brass unions : 317 45 cm length 318 15 mm nominal bore 319 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 320 15mm nominal bore 321 Providing and fixing C.P. Brass extension nipple (size 15 mm x 50 mm) of approved make and quality as per direction of Engineer-in-charge. 322 Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge. (Including C.I. trap for standard urinal with vent arm with operating and other couplings in C.P.brass: 50 mm dia) 323 Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as perdirection of Engineer-in-charge and finished smooth. 324 Granite Stone of approved shade 325 SUB HEAD-II-WATER SUPPLY 326 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. 327 Concealed work, including cutting chases and making good the walls etc. 328 For Internal Toilet 329 15 mm nominal outer dia Pipes 330 20 mm nominal outer dia Pipes 331 25 mm nominal outer dia Pipes 332 32 mm nominal outer dia Pipes 333 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. 334 Internal work - Exposed on wall 335 32 mm nominal bore 336 Providing and fixing GI pipes complete with GI fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on Wall 337 Terrace loop & Tank Filling Pipe 338 32 mm nominal bore 339 40 mm nominal bore 340 Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality : 341 32mm diameter pipe 342 40mm diameter pipe 343 Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : 344 32mm diameter pipe 345 40mm diameter pipe 346 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 347 For vertical pipe connection with terrace ringmain 348 32mm nominal bore 349 40mm nominal bore 350 Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 351 25 to 40 mm nominal bore 352 Providing and fixing PTMT Ball cock of approved quality, colour and make complete with Epoxy coated aluminium rod with L.P./H.P.H.D. plastic ball. 353 40 mm nominal bore, 206 mm long, weighing not less than 690 gms 354 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 355 SUB HEAD : III - ROOFING 356 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS :13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 357 110 mm dia (for rain water) 358 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A,including jointingwithsealringconformingtoIS: 5382, leaving 10 mm gap for thermal expansion. 359 Single Push Fit Coupler 360 110 mm dia 361 Single tee with door 362 110x110x110 mm 363 Plain bend 87.5 deg 364 110 mm dia 365 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 366 110 mm dia 367 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. 368 SUB HEAD : IV - INTERNAL DRAINAGE 369 Providing, fixing, jointing and testing,uPVCSWR pipes, - type B conforming to IS : 13592to wall, ceiling and floor, approved quality, complete, for soil, waste & rain water drain including pushfit jointing with seal ring. (i) Single socketed pipes. 370 Internal Toilet (Soil & Waste Pipe) 371 75 mm 372 110 mm 373 Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC pipes including jointing with seal ring leaving 10 mm gap for thermal expansion. 374 Bend without door (45°) 375 75mm 376 110mm 377 Bend without door (87.5°) 378 75mm bend 379 110mm 380 Y Fitting without door 381 75mm 382 110mm 383 Single Tee without door 384 75mm 385 110 mm 386 Single Tee with door 387 75mm 388 110 mm 389 Bend with door (87.5°) 390 75mm 391 110 mm 392 Clean Out Plug (COP) 393 75mm 394 110 mm 395 Reduced Y Fitting without door 396 110mm x 75mm 397 Coupler 398 75mm 399 110mm 400 Providing, fixing, jointing and testing, unplasticized PVC pipes - 10 kg/cm2 confirming to IS : 4985 to wall, ceiling and floor, approved quality, complete, for waste water drain including jointing with rubbering/solvent/solution and airtight joints, etc. 401 For Wash basin & Urinal 402 32mm dia. Pipe 403 50mm dia. pipe 404 Elbow (45°) 405 32mm 406 50mm 407 Elbow (90°) 408 32mm 409 50mm 410 T fitting 411 32mm 412 50mm 413 Coupler 414 32mm 415 50mm 416 Providing, fixing, jointing and testing ,ofPVC Multi Floor Trap without jali ofminimum 50 mm water seal, making necessarycuttingin slabor floors and making goodincluding supports with cement concrete 1:3:6complete as approved by Engineer-in-Charge. 417 110mm x 75mm x 50mm/40mm (Toilet) 418 Providing, fixing, jointing and testing , ofPVC NahaniTrap without jali ofminimum 50 mm water seal, making necessarycuttingin slabor floors and making goodincluding supports with cement concrete 1:3:6complete as approved by Engineer-in-Charge. 419 110mm x 75mm (Toilet & Kitchen) 420 Providing and fixing PTMT grating of approved quality and colour. 421 Rectangular type with openable circular lid 422 150 mm nominal size square 100 mm diameter of the inner hinged round grating (including balcony) 423 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design : 150 x 100mm size P-typeWith common burnt clay F.P.S. (non modular) bricks of class designation 7.5 424 Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete: 425 100 mm diameter 426 Excavating trenches by mechinical / manual means of required width for pipes cables etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth including getting out the excavated soil , and then returning the soil as required , in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed , within a lead of 50 m. All kind of soil Pipes, cables etc. exceeding 80 mm dia . But not exceeding 300mm dia 427 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W.pipes including bed concrete as per standard design: 100mm dia SWpipe 428 Electrical Work 429 SUB-HEAD - I: INTERNAL WIRING 430 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. Group - C 431 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire 432 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 amps modular switch, connection etc. as required. 433 Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required 434 Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required. 435 Installation ,Testing, Commissioning of wall bracket /ceiling fittings of all sizes and shapes containing upto two GLS/CFL/LED lamps per fitting, complete with all accessories including connections etc. as required. 436 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required Upto 450 mm sweep 437 Extra for fixing the Louvers/ shutters complete with frame for exhaust fans of all sizes. 438 SUB-HEAD II - FANS & LIGHT FIXTURES: 439 Supply of Surface mounting round 6 Watt 10 Watt , LED Down Lighter, suitable for 24Hr Continuous Operation, 660-1100 system lumens, 110lm/W,PF>0.95, THD <10% at full load, CRI>80, Avg Life Class 50000Hrs @L70,complete in all respect. 440 Supplying of Bulkhead type light fitting complete with, wire guard, holder, electronic ballast 1 x 10 W lamp including connections etc.Including connection with 1.5 sqmm FRLS PVC insulated copper conductor as required. 441 Supplying of LED mirror light luminaire with 10Wwatt complete with electronic ballast, lamp including connection etc. complete as required, Including connection with 1.5 sqmm FRLS PVC insulated copper conductor. 442 Supplying of following size exhaust fan complete with gravity louver and connection with 3 core flexible wire as required. 300mm EXHAUST FAN 443 SUBHEAD- III: DISTRIBUTION BOARD 444 Supplying and fixing following way ,single pole and neutral,sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 6 Way Double Door 445 Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 446 Single pole 447 Double pole 448 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. 449 SUB-HEAD -IV : L.T. CABLES 450 Laying of one number PVC insulated and PVC sheathed / XLPE powerCable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. Up to 35 sq.mm. 451 Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as required Upto 35 sq. mm (clamped with 1mm thick saddle 452 Supply of following siz of 1.1KV grade multicorealuminium conductor XLPE insulated and PVC shethed armoured cable as per IS 7098:1988 with up to date amendment 2 x 4 sq.mm, 453 Supplying and making cable end terminations with brasscompression gland and aluminium lugs for following size of PVC insulated PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade, completeas required. 2 X 6 sq. mm (19mm) 454 External Electrification 455 SUBHEAD- I : M.V. PANELS 456 Supply & Erection of factory fabricated & wired metal clad dust and vermin proof mounting, M.S Channel Base with botom and top cable entreis Electrical control panel with TPN ACB (65KA, 4 Pole Elect draw out Micor Processer Release IPR2) and TPN MCCBs (four Pole 36 KA with thermal magnatic release) switches and instrument chamber etc. complete in all respect. The instrument chamber shall be separate and shall comprise of flush type/digital ammeter Voltmeter, Selector switches for ammeter and Voltmeter, instrument fuses current transformer etc. The Board shall have suitable capacity electrolytic aluminium busbars as per IS8623 insulated with heat shrink sleeving and mounted on non hygroscopic supports such as CMC/DMC support with deteachable side covers and shall be suitable for extension on the sides. The switches enty boxes shall be complete with suitable cable end boxes reverse. The job includes the grounting of the board as per directions of Engineer-in-charge. All out goings of 100 Amp. and above will be provided with Amp. Metre, curent transformer and selector switches etc. and insurment fuse The switch board shall be fabicated with CRCA sheet with a minimum thickness of 1.6mm/2mm. Cubical type switch board shall be of cat A & B only.SFP (OUTDOOR TYPE) IP 65Incoming : One (1) No 63 Amp. 4P MCCB of 25KABreaking capacity Metering :One (1) No. SetsMultifunction Meter each incomingOne (1) No. of Phase Indication Lamp each incomingBus Bar :One (1) No. 100 Amp.TPN aluminimum bus bar of suitable length.Outgoing :Phase indication lamps on each outgoing to be provided.3 No. 32 Amp DPMCB. (10 KA)10 No. 16 Amp DPMCB. (10 KA)2 No. SPACE & SPAREPanel described as above 457 SUBHEAD: - II - EARTHING 458 Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required. Details of cost for one each 459 Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required 460 Earthing with G.I. earth plate 600 mm x 600 mm x 6 mm thick including accessories , and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. (but with charcoal or coke and salt) as required. 461 Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) 462 Providing and laying earth connection from earth electrode with 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earth electrode including connection with G.I. thimble excavation and re-filling as required. 463 Providing and fixing 25 mm x 5 mm G.I. strip on surface or in recess for connections etc. as required. 464 SUB-HEAD -III : L.T. CABLES 465 Laying of one number PVC insulated and PVC sheathed / XLPE powerCable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. 466 Up to 35 sq.mm. 467 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/ METAL pipe as required 468 Up to 35 sq.mm. 469 Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as required 470 Upto 35 sq. mm (clamped with 1mm thick saddle 471 Supply of following siz of 1.1KV grade multicorealuminium conductor XLPE insulated and PVC shethed armoured cable as per IS 7098:1988 with up to date amendment 472 4 x 10 sq.mm 473 3 x 6 sq.mm, 474 Supplying and making cable end terminations with brasscompression gland and aluminium lugs for following size of PVC insulated PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade, completeas required. 475 2 X 6 sq. mm (19mm) 476 Providing, laying and fixing following dia G.I. pipe (medium class) in ground complete with G.I. fittings including trenching (75 cm deep)and re-filling etc as required 477 100 mm dia 478 Providing, laying and fixing following dia RCC pipe NP2 class (light duty) in ground complete with RCC collars, jointing with cement mortar 1:2 (1 cement : 2 fine sand) including trenching (75 cm deep) and refilling etc as required. 479 100mm dia 480 150 mm dia 481 Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc.direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required. 90 mm dia (OD-90 mm & ID-76 mm nominal) 482 SUBHEAD - IV :Miscellaneous 483 Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 484 SUBHEAD - V: EXTERNAL LIGHTING 485 Supply of Static White/ RGB/ RGBWSurface/Wall mounted Narrow/ Medium/ Wide/ Elliptic beam Linear Wall Washer luminaires suitable for outdoor applications of Facade Lighting. Power consumption should be between 36W at steady state full intensity. Luminaire should be able to run on DC Voltage.The lumen maintenance L70@ 25 °C of the LED shall not be less than 70% of the initial lumen after 50,000 burning hours. Ingress Protection should be IP66or higher. Operating Temperature : -10°C to +50°C, Operating Humidity : 10% -90%,.LEDs of CREE / LUMILED / OSRAM / NICHIA/ reputed make shall be used for the light fittings. 486 Supplying,installation,testing and commissioning of Astronomical time switch of following configuration to be mounted in feeder pillars / Lighting DBs for automatic switching On & OFF of street lights at sun set & sun rise or twilight(Auto ON, Auto OFF, Auto modes) with manual override facility with 12/24 hour display format with suitable battery and indication for relay status i/c programming at site complete as required.1 output per phase and suitable for single phase supply 487 Supplying and embedding following dia G.I. pipe (medium class) in pole collar/ foundation (during casting) for cable entry including bending the pipe to the required shape complete as required 32 mm dia 488 Informative and Cultural Mural Walls 489 Earth work in excavation in foundation in ordinary soil (loam, clay or sand) including lift up to 1.5 m. & lead of 30 m. including filling, watering and ramming of excavated earth dressing of sides and ramming of bottoms filling of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth in 200 mm th. layers and getting out (removal of) the excavated surplus soil and disposal of surplus excavated soil as directed by engineer-in-charge up to a distance of 30 m from foundation trenches 490 Providing and laying Cement Concrete 1 :4 : 8 (1 Cement : 4 coarse sand : 8 graded stone agg.40 mm. nominal size) with cost of centring and shuttering in foundation and under floors including curing, supply of all materials, labour, T & P etc. required for proper completion of the work 491 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 492 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 493 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chaijjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). 494 Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) : 300 mm dia piles 495 Brick work in super-structure in 1:4 (1 Cement :4 Coarse sand ) above plinth level up to floor two level ( up to two storeys ) includingnecessarycutting and moulding of brick work asrequiredand also including honey combed brick work for wall of one brick thick etc all complete in direction of engineer in charge. 496 Mildsteel or ironinplainworksuchas reinforcedconcrete orreinforced ,brick work (when not includedin anover all rates )wroughtto required shapeas necessary includingbendingforproper completion of theworkand includingsupplyof steelitswastage bend hooksand authorised overlapping shallbe measured upto floor two level. 497 12mm cement plaster in single coat on Rough side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or roundedangles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. (1) 1 cement : 3 Coarse sand. 498 Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : Red sand stone - Exposed face machine cut and table rubbed with rough backing. 50 mm thick Red Sand Stone 499 Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required. 500 Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases. 501 Researh, design and execution of multiple forms of artworks on wall using CNC machines on upto 150mm thick sand stone as per approval with dry cladding using stainless Steel 304 Grade Fasterners & Cramps anchored to existing RCC/Brick wall surface as per site requirements all complete. Design will be depicted wtih the help of carving, embossing, engraving an inserting. The depth of the thickness of the letters/images/pattern on teh stone should range from 20mm thickness to 70mm from the base stone. At least 50% of the surface area of stone cladding will have decorative artwork, 50% area will have plain stone cladding of same material. The item includes stone finish all complete as per the approval of the Architect/Engineer-in-Charge. 502 Centering and shuttering including strutting, propping etc. and removal of form for 503 Foundations, footings, bases of columns, etc. for massconcrete. 504 Lintels, beams, plinth beams, girders, bressumers andcantilevers 505 Columns, Pillars, Piers, Abutments, Posts and Struts 506 Horticulture & Landscape Work 507 Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly leveling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or/and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure). 508 Supplying and stacking of good earth at site including royalty but including carriage1km (earth measusred in stacks will be reduced by 20% for payment). 509 Supplying and stacking at site dump manure from approved source, including carriage up to 1 km (manure measured in stacks will be reduced by 8% for payment) : Screened through sieve of I.S. designation 16 mm 510 Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge.. 511 Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately). 512 Rough dressing the trenched ground including breaking the clods. 513 Fine dressing the ground 514 Grassing with selection No.1 grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and the good earth shall be paid for separately). 515 Uprooting weeds from the trenched area after 10 to 15 days after flooding with water including disposal of uprooted vegetation. 516 Providing & laying Selection no. 1 grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same maintenance for 30 days or more till the grass establish properly,as per direction of officer in charge With grass Turf 517 Preparation of mounds of various size and shape by available excavated / supplied earth in layers not exceeding 20 cm in depth, breaking clods, watering of each layer, dressing etc., lead upto 50 meter and lift upto 1.5 m complete as per direction of Officer-in-charge. 518 Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) :Holes 90 cm dia, and 90 cm deep 519 Preparation of beds for hedging and shrubbery by excavating 60 cmdeep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately). 520 Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cost of plant & water) 521 Providing and stacking of Acacia auriculiformis of ht 150-165 cm in bag size of 25 cm as per direction of the officer-in-charge. 522 Providing and stacking of Adansonia digitata (kalp vricksh) of ht 150-165 cm in bag size of 25 cm as per direction of the officer-in-charge. 523 Providing and stacking of Bombax ceiba of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. 524 Providing and stacking of Bottle palm of ht. 150-180 cm bottom girth 20-25 cm well developed in big poly bags of size 25 cm as per direction of the officer-in-charge. 525 Providing and stacking of Bottle palm of ht. 270-300 cm bottom girth 40-50 cm well developed in big HDPE bags as per direction of the officer-in-charge 526 Providing and stacking of Fishtail palm of ht. 270-300 cm bottom girth 40-50 cm well developed in big size HDPE bags as per direction of the officer-in-charge. 527 Providing and stacking of Foxtail palm of ht. 240-270 cm bottom girth 35 - 40 cm well developed in big size HDPE bags as per direction of the officer-in-charge. 528 Providing and stacking of Phoenix sylvestris Roxb. (Wild date palm/khajur)of height 150-165 cm. in Big HDPE Bag as per direction of the officer-in-charge. 529 Providing and stacking of Pinus longifolia (Pinus) of height 90-105 cm. in cement pots of size 35 cm as per direction of the officer-in-charge. 530 Providing and stacking of Butea frondosa (Flame of Forest) of height 60-75 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. 531 Providing and stacking of Cassia fistula (Amaltash) of height 120-135 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. 532 Providing and stacking of Plumeria alba dwarf dwarf of height 90-105 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge. 533 Providing and stacking of Plumeria rubra of height 120-150 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge. 534 Providing and stacking of Polyalthia longifolia (Ashok) of height 180-195 cm. in gunny bag of size 30 cm as per direction of the officer-in-charge. 535 Providing and stacking of Ficus benjamina (green) of height 120-135 cm. with 6-8 branches and lush green foliage in g. bags of size 25 cm as per direction of the officer-in-charge. 536 SHRUBS 537 Providing and stacking of Ficus panda of height 90-105 cm. with 10-12 branches and healthy foliage, well formed in cement pots of size 30 cm as per direction of the officer-in-charge.. 538 Providing and stacking of Ficus reginald well branched, bushy of height 60-75 cm. in earthen pots of size 25 cm as per direction of the officer-in-charge.. 539 Providing and stacking of Duranta Golden, having ht.15 to 20 cm bushty shape with fresh and healthy leaves in 15 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge.. 540 Providing and stacking of Tradescantia zebrina having in 15 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge. 541 Providing and stacking of Wedelia trilobata,full of leaves in 15 cm size of Poly bags & as per direction of the officer-in-charge. 542 Providing and stacking of Asparagus sprengeri of height 15 cm to 20 cm, full of leafy branches in 15 cm size of Earthen Pot / Plastic Pot & as per direction of the officer-in-charge.. 543 Providing and stacking of Ophiopogon jaburan ( variegated ), full of variegated leaves in Earthen Pot/Plastic Pot of size 20 cm. as per direction of the officer-in-charge. 544 Providing and stacking of Washingtonia filifea palm stem ht. 120-135 cm with 8-10 healthy leaves lush green leaves well developed in big size HDPE Bags as per direction of the officer-in-charge 545 TOURIST FACILITATION 546 Resting Areas for Tourist (Benches) {MR} 547 Providing & fixing ofred Sandstone/MS bench size 1500mm length and 450mm and height 600 mm including foundation & support with all necessary T&P etc all complete as per design of direction in engineer/ Architect in charge. 548 Directional & Informative Signages (MR) 549 Providing and fixing StandAlone Signage in Marble/red sandstone of approved thickness with powder coated 10-12mm MS letters and illustration at desired locations with letters (in english, hindi and Braille)- etched, through cut, infilled or painted, also including the cost of design, fabrication and onsite installation with all the necessary accessories and equipments for fixing on any surface as per drawing and design approved from Architect in charge English: Helvetica Font with min. 36 size Hindi: Krutidev Fontwith min. 36 size 550 Signage-A 551 Signage-B 552 Signage-C 553 EXTERNAL SEWERAGE & EXTERNAL WATER SUPPLY WORKS 554 COST OF SEWERAGE WORKS 555 Excavating trenches by mechinical / manual means of required width for pipes cables etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth including getting out the excavated soil , and then returning the soil as required , in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed , within a lead of 50 m. up to 1.50 m depth Pipes 80 mm to 300 mmdiameter 556 Pipes, cables etc. exceeding 300 mm dia butnot exceeding 600 mm 557 1.50 m to 3.00 m depth 558 Pipes, cables etc. exceeding 300 mm dia butnot exceeding 600 mm 559 Opentimbering in trenches including shuttering and shoring complete. (Measurement to be taken of the face area timbered) 560 Depth not exceeding 1.5 meter 561 Depth 1.5 to3.00meter 562 Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube posts/horizontal members/ bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m. MS channel ISLC 75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long MS angle 40x40x6mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm long expansion fasteners at both ends. The work shall be executed as per drawing/direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge. 563 Providing and laying NonpressureNP 2 class (light duty) RCC pipe with collars jointed withstiffmixtureofcement mortar in the proportion of 1:2 (1cement : 2 finesand ) includingtestingof joints etc. complete. 564 150 mm.dia. RCCPipes 565 200 mm.dia. RCCPipes 566 250 mm.dia. RCCPipes 567 300 mm.dia. RCCPipes 568 Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size) upto the haunches of pipes including bed concrete as per standard design 569 150 mm.dia. RCCPipes 570 250 mm.dia. RCCPipes 571 300 mm.dia. RCCPipes 572 Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design. Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg). With common burnt clay FPS (non modular) bricks of class designation 75 (i) For Sewer Line 573 Extra for depth for manholes:Size 90x120cm with With common burnt clay FPS (non modular) bricks of class designation 7.5 574 Inside size 90x120cms and 90cms deep including CI cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58kg). 575 With common burnt clay FPS (non modular) bricks of class designation 75 (i) For Sewer Line 576 Extra for depth for manholes:Size 90x120cm with With common burnt clay FPS (non modular) bricks of class designation 7.5 577 Constructing brick masonry circular manhole 1.52 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design : 578 2.30 m deep with SFRC Cover and frame (heavy duty HD-20 grade designation) 560 mm internal diameter conformingto I.S. 12592, total weight of cover and frame to be notless than 182 kg. fixed in cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mmnominal size) including centering, shuttering all complete.(Excavation, foot rests and 12 mm thick cement plaster atthe external surface shall be paid for separately) : With common burnt clay F.P.S. (non modular)bricks of class designation 7.5 579 Extra depth for circular type manhole 1.52 m internal dia (at bottom) beyond 2.30 m : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 580 Providing orange colour safety footrests of minimum 6 mm thick plastic encapsulated as per IS:10910 on 12 mm dia steel bar conforming to IS:1786 having minimum cross section as 23 mm x 25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm thread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufactures permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. 581 COST OF EXTERNAL WATER SUPPLY WORKS 582 Providing & fixing G.I. pipes complete with G.I. fittings includingtenching and refilling etc. (external work) 583 80mm nominal bore. 584 65mm nominal bore. 585 50mm nominal bore. 586 40mm nominal bore. 587 32mm nominal bore. 588 25mm nominal bore. 589 Supplying and fixing of specials for pressure pipe. 590 Providing and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc. 591 80mm nominal bore. 592 65mm nominal bore. 593 50mm nominal bore. 594 40mm nominal bore. 595 32mm nominal bore. 596 25mm nominal bore. 597 Constructing masonry Chamber 90X90X100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand ) for sluice valve, with C.I. surface box 100mm, top diameter, 160 mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab 1:2:4 mix ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 (1 cement :5 fine sand : 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand ) 12 mm thick finished with a floating coat of neat cement complete as per standard design : 598 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 599 Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick,finished with a floating coat of neat cement complete as per standard design : 600 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 601 DRAINAGE NETWORK 602 Constructing brick masonary open surface drain with bricks of class designation 75 in cement mortar 1:4 (1 cement : 4 fine sand) including earth excavation, 10cm thick bed concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size) and 25mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size) for filling haunches including 12mm cement plaster 1:4 (1 cement : 4 coarse sand ) with a floating coat of neat cement inside the drain, its top and exposed side including disposal of surplus earth complete as per standard design: 603 Drain 300 wide average.Depth 45 cm with R.C.C. slab 604 Drain 450 wide average.Depth 60 cm with R.C.C. slab 605 Drain 600 wide average.Depth 90 cm with R.C.C. slab 606 Transportation Charges of drilling equipment including assembly and other material as required. 607 Drilling of 675 mm. dia by rotary machine 608 Supply & laying of 350 mm. dia housing pipe (8 mm. thick) 609 Supply & laying of 200 mm. dia blind pipe (8 mm. thick) 610 Supply & laying of 200 mm. dia slotted pipe (8 mm. thick) 611 Supply & fixing of 350 mm. dia Socket 612 Supply & fixing of 200 mm. dia Socket 613 Supply & fixing of 200 mm. dia Bail plug 614 Supply & fixing of 350 mm. dia well cap 615 Supply & fixing of 350x200 mm. dia reducer. 616 Supply & fixing of 350 mm. dia housing clamp 617 Supply & Filling of pee gravel 2 mm. 4 mm. in side of bore after lower and development as required as per direction of E/I. 618 Development by air compressor including Transportation. 619 Development by O.P. Unit including Transportation. 620 Supply of submersible pump suitable for tube well capable of pumping clear and cold water free from chemical and directly coupled with electric moter operating of 415 volt suitable for 3 phase 50 cycle A.C. Supply of following duty condition: 621 A - Discharge of water in LPM 860 Approx size of discharge outlet in 80 mm. 622 B - Total Head of pump set 45 m. 623 Supply and fixing of finolex or equivalent ISI marked submersible copper cable of size 2x3x2.5 sq. mm. 624 Supply of control panel cubical type wall mounted vermin proof with internal wiring duly enameled painted and mechanically finished having L&T of qul. Male switch fuse unit with HRC fuses, Ameter, Boltmeter, Selector switch, phase indicating lamp with bulbs, instrument fuses, power capcitor single phase preventor etc. complete set with supply of Jyoti or eq. Air break Star- Delta motro starter suitable for above submersible pump set. 625 Supply of 80mm dia M.S. column pipe of class C both and socketed with heavy sockets in 3/6 meter length and one end flanged complete with interlocking arrangements. 626 Supply of 80mm dia M.S. column pipe clamps with nut, bolts, packing etc. 627 Supply of 80mm dia C.I. double flanged ISI mark reflex valve of updadhya or equ. Make. 628 Supply of 80mm dia C.I. double flanged ISI mark sluice valve with hand wheel of upadhya or equ. Make. 629 Supply of C.I. double flanged bend of 80mm dia i/c cost of material and labour. 630 Supply of 80mm dia C.I. tee heavy quality i/c cost of material. 631 Supply of Guru/Fibing or equivalent make pressure gauge. 632 Erection & commissioning of pumping plants complete along with electric wiring. 633 Supply of steel wire rope of 1/2 size 634 S/B of 600mm x 600 mm x 6.0 mm G.I. plate vertically for earthing with its top at least 3 metres below ground level complete with 20mm dia G.I. pipe and funnel for watering and one earthing lead on one no. 8 to 10 SWG GI wite in 15mm dia G.I. pipe up to switch board (from appron to switch board the cost of G.I. , pipe and G.I. wire will be extra) 30 cm square C.I. frame with hinged cover masonry housing alternate layers of charcoal. coke and salt at least 150mm thick alround etc. as per directions of E/I complete in all respects as per drawing. 635 S/F of one number 8 to 6 SWG G.I. wire in 15mm dia G.I. Pipe for earthing, laid in ground or in wall duly concealed includingn the cost of cement, sand labour. T&P other material required for proper completion of the work as directed at site. 636 S/F of aluminium conductor PVC insulated armoured, served, sheathed cable 1100 volts grade at a depth of 750mmbelow ground level over a cushion of 75mm thick sand alround and protected with burnt bricks on sides and on top.On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by E/I complete in all respects The armoring of the cable shall be properly connected with the earth conductor by clamps etc. 637 16 sqmm x 4 core 638 BOUGHT OUT ITEM 639 Urban Litter Bins(MR) 640 Providing & fixing of SS Dustbin with sandstone claddingsize 487 x 399 x 1138 fixing on a foundation with base plate and wrapped with red sandstone from all sides of 75mm with all complete as per design of direction in engineer/ Architect in charge. 641 Specification of Y-Drinking Water(Receiving, storing, handling, shifting, installation, testing & commissioning ofWAE. AENON.45.CHA Pou Water Station C.A, RO Processing Capacity 25LPH, size: 466X580X1445, Watt; 220v/50Hz, Cooling 480w, Hot 450W, net weight 110kg, in material SS 304, with 3 tap: Cold 20 Ltr,Ambient-25Ltr including all accessories complete in all respect etc. (Make - Voltas or Equivalent)) 642 Supply, Installation, Testing and Commissioning of ongrid Solar Photovoltaic Power Plant conforming to MNRE specifications as amended, consisting of Mono/Poly Crystalline silicon solar cells, net metering facility, necessary protections, earthing, mounted on Aluminium/GI structure of suitable strength with following components complete as required:-a) Solar Photovoltaic Module of capacity 330 Wp or above,anufactured in India,conforming to IS 14286/IEC 61215, IS/IEC 61730-Part-1, IS/IEC 61730-Part-2. Solar Photovoltaic Module conversion efficiency shall not be less than 16.5%. PV modules used in solar power plants/ systems must be warranted for their output peak watt capacity, which should not be less than 90% at the end of 10 years and 80% at the end of 25 years.b) Power Conditioning Unit (PCU) of 350-800 V DC Input voltage range and 400 V AC, three phase, 4 wire, 50Hz +/- 2.5 Hz, output voltage suitable to generate ACPower with efficiency not less than 97%, total harmonic distortion less than 3% andsuitable for ambient temperature from 0 to 50 degree C. The PCU shall adjust the voltage and frequency level to suit the Grid Voltage Frequency.c) Data Monitoring System complete with accessories. 643 d) Fixing of Array junction box & Main junction box with IP 65 protection and termination arrangement for incoming and outgoing cable along with glands, lugsand other accessories etc. as required.e) Lightning and surge voltage protection.f) Connections & Interconnections by supplying & fixing required size XLPEinsulated copper conductor 1.1 kV grade armoured power and control cables between solar modules, main power cable to grid supply PCU unit along with supplying & fixing of necessary channel/conduit lugs and other accessories etc. asrequired. 644 GST Extra as per applicable
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Uttar Pradesh View Result →
33.
Housing Urban and Rular Development #9456641 Technical Bid
Tender For Balance Work Tourist Facilitation Center At Lalapur District Chitrakoot (U.P.), 1 Balance Work Tourist Facilitation center at LalapurDistrict Chitrakoot (U.P.) 2 R.C.C. (M-20) work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in lintels of doors and windows excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour, tools and plants etc. required for proper completion of the works. 3 First Floor 4 Second Floor 5 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete .R.C.C. columns(Concrete ofM-25 grade with minimum cement content of 330 kg /cum ) R.C.C. FOOTING 6 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete .R.C.C. columns(Concrete ofM-25 grade with minimum cement content of 330 kg /cum ) 7 First Floor 8 Second Floor 9 As in item no. 6 above but for slabs (Using 1:1.5:3 Mix concrete) [M-20] 10 First Floor 11 Second Floor 12 As in item 6 but for thelighterbeams i.e. having spans upto 6 m. (Using 1:1.5:3 Mix concrete) [M-20] 13 First Floor 14 Second Floor 15 Same as in item no. 11 above but in super-structure above plinth level including necessary cutting and moulding of brick work as required & also including honey combed brick work in thickness of wall more than one brick and for extra labour to above items. 16 First Floor 17 Second Floor 18 Same as in item no. 12 but in1:4 cement and coarse sand mortar in superstructure for wall thickness 12 cms & below brick work. Second Floor 19 P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. 20 Above Plinth Lvl. 21 Second Floor 22 15mm thick cement plaster on rough side of single or half brick wall of mix in 1:4 (cement & coarse sand) in plinth. 23 12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chambers, and/or roundedangles not exceeding 80mm in girth and finished even and smooth. (1) 1 cement : 6 coarse sand 24 Ground Floor 25 First Floor 26 Second Floor 27 15 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 6 sand 28 Ground Floor 29 First Floor 30 Second Floor 31 Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. 32 Ground & First Floor 33 Second Floor 34 Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement (25 mm thick floor). 35 Providing and laying 8 to 10 mm thick ivory or light shade vitrified tiles of 600 x 600 mm size in flooring or skirting laid with cement mortar 1:3 (1 cement : 3 coarse sand) finished with cement slurry & with pigment grouting & polishing complete including supply of all materials, labour, T & P etc. required for proper completion the work excluding base concrete. 36 Ground Floor 37 First Floor 38 Second Floor 39 Providing and laying Polished Granite stone flooring in required designand patterns, in linear as well as curvilinear portions of the building allcomplete as per the architectural drawings with 18 mm thick stone slabover 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4coarse sand) laid and jointed with cement slurry and pointing with whitecement slurry admixed with pigment of matching shade includingrubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. 11.56.1 Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent 40 Providing and laying Polished Granite stone flooring in required designand patterns, in linear as well as curvilinear portions of the building allcomplete as per the architectural drawings with 18 mm thick stone slabover 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4coarse sand) laid and jointed with cement slurry and pointing with whitecement slurry admixed with pigment of matching shade includingrubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. 11.56.1 Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent 41 Providing and fixing Glass mossaic tiles on finished plain wall surface of size 20 mm x 20 mm x 4 mm in all colour, design , fixing in customize design as per direction of Engineer-in- Charge. The glass mosaic tiles to be fixed on the wall surface with the help of approved adhesive applied at the rate of 2.5 kg per sqm and grouting of the same. The rate is inclusive of all operation, material and required pattern approved by Engineer-in-Charge: 42 Supply and fixing 6 mm (1/4) thick China glazed tiles in flooring or in skirting or dado laid with 1:3 cement and approved coarse sand mortar finished with white cement slurry jointing and polishing complete including supply of all materials, labour and tool sand plants etc. required for proper completion of the work. 43 Ground & First Floor 44 Second Floor 45 Providing and laying brick coba 100 mm thick laid with M-150 class brick bat coba 7.50cm thick with gap of 15mm to each other, over 20 mm thick base of cement mortar 1:4 cement and coarse sand mixed with water proofing compound spreading cement slurry mixed with acrelic cement concrete water proofing compound filled gaps of coba & top of coba mortar mixed with water proofing compound in 1:4 cement and coarse sand mortar finised smooth & top mashed false square 30 cm x 30 cm and side wall parapet shall be mono tythic plaster wall up to 30 cm higher and junction and corner shall be rounded by brick ballast cement and coarse sand masonany Coba with top finised plaster mixed with acetic water proofing compound @ 2% by weight & including s/o all material, labour, T& P etc complete for proper completion of work. 46 Supply & fixing of flush doors commercial quality conforming to IS : 2202 Part I (1983) including fixing of wooden cleats & stoppers & including fixing & adjustment of hinges, bolts locks, handles, springs & other fittings but excluding their supply & including painting with two coats of black Japan paint on all iron fitting. Fitting with necessary screws to be supplied departmentally. 35 mm thick. 47 Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). 48 Extra for Providing and fixing flush doors with decorative veneering instead of non decorative ISI marked flush door shutters conforming to IS: 2202 (Part I) 49 Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.10.15.1 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 50 Providing & fixing of door / windows grill. Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. 9.48.1 Fixed to steel windows by welding 51 Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.10.15.1 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) Angle iron chaukhat (40x40x5) 52 Fixing of Door, windows / ventilators chaukhats in position. 53 (a) Door chaukhats 54 (b) Window chaukhats 55 (c) Ventilator chaukhats 56 Providing and fixing factory made uPVC white colour casement/casement cum fixed glazed windows comprising of uPVC multi-chambered frame, sash and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriate dimension, EPDMgasket, stainless steel (SS 304 grade) friction hinges, zinc alloy (white powder coated) casement handles, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardwares and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealant shall be paid separately) Note: For uPVC frame, sash and mullion extruded profilesminus 5%tolerancein dimension i.e. in depth & width of profile shall be acceptable. Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. Casement window single panel with S.S. friction hinges (300x 19 x 1.9 mm), made of (small series) frame 47 x 50 mm & sash 47 x 68 mm both having wall thickness of 1.9 ± 0.2 mm andsingle glass pane glazing beadof appropriate dimension.(Area of window upto 0.75 sqm.) 57 Providing and fixing factory made uPVC white colour sliding glazed window upto 1.50 m in height dimension comprising of uPVC multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardwares and drainage of water etc.After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes, wire mesh and silicon sealent shall be paid separately). Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. Three track three panels sliding window with fly proof SS wire mesh (Two nos. glazed & one no. wire mesh panels) made of (small series) frame 92 x 44 mm & sash 32 x 60 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension (Area of window upto 1.75 sqm). 58 Providing and fixing factory made door frame (single rebate) made out of single piece extruded solid PVC foam profile with homogenous fine cellular structure having smooth outer integral skin having 62 mm width & 32 mm thickness, frame will be mitred & Jointed with self driven self tapping screws of size 38 mm x 4 mm & PVC solvent cement, including fixing the frame to wall with suitable dia & length anchor fastener as per manufacturers specification and direction of Engineer-in-charge. 59 Providing and fixing factory made 30 mm thick door shutter made of solid PVC foam profile. The styles & rails shall be of size 75 mm x 30 mm having wall thickness 5 mm. The styles, top & bottom rails shall have one side wall thickness of 15 mm integrally extruded on the hinge side of the profile for better screw holding power. The styles and rails shall be reinforced with M.S. tubes of size 33 mm x 17 mmx 1 mm, painted with primer , all four corners of reinforcement to be welded or sealed. Solid PVC extruded bidding (push fit type) will be set inside the styles and the rails with a cavity, to receive single piece extruded 5mm PVC sheet as panel. The styles & rails will be mitred cut, joint with the help of PVC solvent cement & self driven self tapping screws. Single piece extruded solid PVC lock rail of size 100 mm x 30 mm with wall thickness 5 mm & 15 mm integrally extruded in the middle of the lock rail & fixed with styles with the help of PVC solvent cement & self driven self tapping screws of size 100mm x 8 mm complete as per manufacturers specifications & direction of Engg.-in-charge. Non decorative finish 60 Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections & other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia & size, including necessary filling up the gaps at junctions, i.e. at top, bottom & sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engg.-in-charge. (Glazing, paneling & dash fasteners to be paid for separately) : Powder coated aluminium (minimum thickness of powder coating 50 micron) 61 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): With float glass panes of 5 mm thickness (weight not less than 12.50 kg/ sqm) 62 Providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.50 mm all complete. With 2nd class teak wood beading 62X19 mm 63 Polishing in high gloss/matt finish melamine clear polish on woodwork in required color/wooden shade texture with following process in the sequence as detailed below: 1. The surface to be polished is rubbed with sand paper 80/120 no.and then with sand paper of 160/180 nos.2. Applying two coats of sealer with spray gun and allowing sufficientdrying time for 1st coat and 2nd coat is allowed to dry for 8 to 12hrs.3. On drying of sealer coat, wet rubbing with emery cloth of finergrading with ample water to remove excess sealer layer andmake the surface further smooth after this wet rubbing, thensurface is applied with special grade melamine fillers to fill all the small and big holes/grooves etc. Filler coat to be allowed to dry for 4 to 6 hrs on which again a light wet rubbing is done this surface is further allowed to dry for 12 hrs. 4. On this, 1st coat of melamine polish is applied with spray gun using melamine clear polish and melamine thinner in required proportion. This 1st coat is allowed to dry for 24 hrs then this dry surface is again fine wet rubbed smooth, which is further allowed to dry for 12 hrs. The final melamine polish is applied with compressor pressure spray gun using melamine clear polish and melamine thinner mixed in required proportion complete asper direction of Engineer-in-Charge. (Final coat to be done in 1 or 2 layers without gap of time.) 64 Same as above but on new wood surface. 65 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade. New work (Two or more coats applied @ 1.43 ltr/ 10 sqm. over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm). 66 Ground Floor 67 First Floor 68 Second Floor 69 Painting with silicon & acrylic emulsion based water thinnable sealer of approved brand and manufacture on wet or patchy portion of plastered surfaces :Two coats. (For Internal wall surface & ceiling) (Asian Paint or equivalent) 70 Ground Floor 71 First Floor 72 Second Floor 73 Providing and applying white cement based putty of average thickness 2 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 74 Ground Floor 75 First Floor 76 Second Floor 77 Providing & fixing stainless steel sliding door bolts ISI marked to required colour or shade with nuts and screws etc complete.(a) 300mm x 16mm 78 P/Fixing stainless steel tower bolts ISI marked to required colour or shade with necessary screws etc. 79 (a) 250 mm x 10mm 80 (b) 200 mm x 10mm 81 Providing & fixing stainless steel handles ISI marked to required colour or shade with necessary screws etc. complete. 125 mm 82 Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. 83 Providing and fixing aluminium tubular handle bar 32 mm outer dia, 3.0 mm thick & 2100 mm long with SS screws etc .complete as per direction of Engineer-in-Charge. Powder coated minimum thickness 50 micron aluminium tubular handle bar 84 Providing & fixing of Rolling shutters of approved design made of 80 x 125 mm (3 x 18 gauge) cold rolled MS lath interlocked throughout their entire length and jointed together at the end by end locks end mounted on specially designed pipe shaft with brackets, side guides & arrangements for inside and outside poking with push & pull operation complete but excluding the cost of top cover and spring. 85 Providing & fixing 27.5cm long wire spring grade No. 2 for rolling shutters. 86 Providing & fixing top cover for rolling shutters. 18 gauge. 87 Providing and fixing ball bearing for rollong shutters. 88 Providing & laying of light cinder filling under floor of toilets & other sunken roofs. 89 Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours. b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. 90 Construction of drain along with apron. 91 Providing and supplying aluminium extruded tubular and other aluminium sections as per the architectural drawings and approved shop drawings , the aluminium quality as per grade 6063 T5 or T6 as per BS 1474,including super durable powder coating of 60-80 microns conforming to AAMA 2604 of required colour and shade as approved by the Engineer-in-Charge. ( The item includes cost of material such as cleats, sleeves, screws etc. necessary for fabrication of extruded aluminium frame work. Nothing extra shall be paid on this account). for ACP & STRUCTURAL GLAZING WORK 92 Designing, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of structural glazing (with open joints) for linear as well as curvilinear portions of the building for all heights and all levels, including: a) Structural analysis & design and preparation of shop drawings for the specified design loads conforming to IS 875 part III (the system must passed the proof test at 1.5 times design wind pressure without any failure), including functional design of the aluminum sections for fixing glazing panels of various thicknesses, aluminium cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc., structural and weather silicone sealants, flashings, fire stop (barrier)-cum-smoke seals, microwave cured EPDM gaskets for water tightness, pressure equalisation & drainage and protection against fire hazard including:b) Fabricating and supplying serrated M.S. hot dip galvanised / Aluminium alloy of 6005 T5 brackets of required sizes, sections and profiles etc. to accommodate 3 Dimentional movement for achieving perfect verticality and fixing structural glazing system rigidly to the RCC/ masonry/structural steel framework of building structure using stainless steel anchor fasteners/ bolts, nylon seperator to prevent bimetallic contacts with nuts and washers etc. of stainless steel grade 316, of the required capacity and in required numbers. c) Providing and filling, two part pump filled, structural silicone sealant and one part weather silicone sealant compatible with the structural silicone sealant of required bite size in a clean and controlled factory / work shop environment , including double sided spacer tape, setting blocks and backer rod, all of approved grade, brand and manufacture, as per the approved sealant design, within and all around the perimeter for holding glass. d) Providing and fixing in position flashings of solid aluminium sheet 1 mm thick and of sizes, shapes and profiles, as required as per the site conditions, to seal the gap between the building structure and all its interfaces with curtain glazing to make it watertight.Structural Performance Deflection and deformation by static air pressure test (1.5 times desing wind pressure without any failure) as per ASTME-330-10 testing method for a range upto 50 mm” 5. Seismic Movement Test (upto 30 mm) as per AAMA 501.4-09 testing method for Qualitative test” Tests to be conducted on site 6. Onsite Test for Water Leakage for a pressure range 50 kpa to 240 kpa (35psi) upto 2000ml” 93 Providing, assembling and supplying vision glass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm insulated glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float glass 6mm thick, of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthned clear float glass 6mm thick, spacer tube 12mm wide, dessicants, including primary seal and secondary seal (structural silicone sealant) etc. all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge. The IGUs shall be assembled in the factory/ workshop of the glass processor. (Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.26.2) For payment, only the actual area of glass on face # 1 of the glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in sqm (i) Coloured tinted float glass 6mm thick substrate with reflective soft coating on face # 2, + 12mm Airgap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25-0.28) and U value of 3.0 to 3.3 W/m2 degree K etc. The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement. 94 Extra for openable side / top hung vision glass panels (IGUs) including providing and supplying at site all accessories and hardwares for the openable panels as specified and of the approved make such as heavy duty stainless steel friction hinges, min 4 -point cremone locking sets with stainless steel plates, handles, buffers etc. including necessary stainless steel screws/ fasteners, nuts, bolts, washers etc. all complete as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineerin- Charge. 95 Providing 10 mm thick plaster of Paris (gypsum anhydrous) ceiling up to a height of 5 m above floor level, over first class kail wood strips 25x6 mm with 10 mm gap in between and reinforced with rabbit wire mesh fixed to wooden frame (frame work to be paid separately): 96 Providing wood work in frames of false ceiling, partitions etc. sawn and fixed in position with necessary stainless steel screws etc. 97 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished seamless type tubes 98 Supplying and installation of Extruded Aluminium linear facade and curves not exceeding 3000mm radius with 150X50mm block and 100mm space along with top and bottom cover and capping for individual profiles, fixed on extruded aluminum rail 80mmX50mm powder coated with dulux Eelctro black ace (or any specified shade) spanning between supports of maximum distance of 1500mm with the help of Sainless steel Non slip barb, steel rivet- galvanised to class 3, aluminium clip coated with external grade Matt powder coating, including the cost of necessary fittings and fixtures etc. as per approved drawing and design from Architect in charge (make Citadel/ Woodform Architectural or equivalent) 99 Providing and fixing stone jali 40 mm thick throughout in cement mortar 1:3 (1 cement : 3 coarse sand), including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment, matching the stone shade, jali slab without any chamfers etc. Red sand stone 100 Design supply & installation of suspended Spider Glazing system designed to withstand the wind pressure as per IS 875 (Part-III). The Suspended System held with Spider Fittings of SS-316 Grade Steel of approved manufacturer with glass panel having 12 mm thick clear toughened glass held together with SS- 316 Grade Stainless steel Spider & bolt assembly with laminated glass fins 21 mm thick. The Glass fins and glass panel assembly shall be connected to Slab/ beams by means of SS- 316 Grade stainless steel brackets & Anchor bolts and at the bottom using SS channel of 50x25x2mm using fastener & anchor bolts, non staining weather sealants of approved make, Teflon/ nylon bushes and separators to prevent bi-metallic contacts, all complete to perform as per specification and approved drawings. The complete system to be designed to accommodate thermal expansion & seismic movements etc. The joints between glass panels (6 to 8 mm) and gaps at the perimeter & in U channel of the assembly to be filled with non staining weather sealant, so as to make the entire system fully water proof & dust proof. The rate shall include all design, Engineering and shop drawing including approval from structural designer, labour, T&P, scaffolding, other incidental charges including wastage, enabling temporary services all fitting fixers nut bolts, washer, Buffer plates, fastener, anchors, SS channel laminated glass etc. all complete. For the purpose of payment, actual elevation area of Glazing including thickness of joints and the portion of Glass panel inside the SS channel shall be measured. 101 Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately)Red sand stone - Exposed face machine cut and table rubbed with rough backing. 70 mm thick 102 Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required. 103 Providing and fixing expansion hold fasteners on C.C. /R.C.C./Brick masonry surface backing including drilling necessary holes and the cost of bolt etc complete. Wedge expansion type. Fastener with threaded dia 10 mm 104 Supplying, designing, fabricating, transporting, hoisting and fixing in position mural works in good quality of 70 mm Red sandstone and 6-10mm powder coated MS sheet in various elements for all levels. Stone shall be free from cracks, lines stains and even in shade for each element. The stone shall be fine grained and reddish or buff-colored (locally available). The work shall be carried out as per attached drawings with different process of i.e carving (manual/ by machine), ornamental work, traditional work, figure work (any type, any size), CNC cutting, moulding, etching, buffing and polishing. The carving and molding work shall be of very good quality. The work to be fixed in line, level and plumb in all respect with the use of brass clamps, pins, (to be paid separetely) dowels, cement slurry with matching pigment and Epoxy of Akemi Germany, Ardex Endura, MYK laticrete or approved make as required and as approved by the Architect in charge. 105 Centering and shuttering including strutting, propping etc. and removal of form for 106 Foundations, footings, bases of columns, etc. for mass concrete 107 Columns, Pillars, Piers, Abutments, Posts and Struts 108 SUB HEAD-I-SANITARY INSTALLATIONS 109 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid 110 Providing & fixing toilet paper holderC.P. brass 111 Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. 112 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm witha single 15 mm C.P. brass pillar tap 113 Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:- (a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer 114 Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. 115 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms. 116 Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. 117 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 118 Providing and fixing C.P.brass angle valve for basin mixer and geyser points of approved quality conforming to IS 8931 (including angle valve for WC flushing cistern, jet & kitchen sink) 15 mm nominal bore 119 Providing and fixing uplasticised PVC connection pipe with brass unions : 45 cm length 15 mm nominal bore 120 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 100 mm diameter 121 Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. 15 mm nominal dia 122 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 15 mm nominal bore 123 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not lessthan 190 gms. 124 Providing and fixing Stainless Steel AISI 304 (18/8) kitchen sink as per IS: 13983 with C.I. brackets and stainless steel plug 40 mm, including painting offittings and brackets,cuttingandmakinggoodthe walls wherever requiredKitchen sink with drain board 510x1040 mm bowl depth 200 mm 125 Providing & fixing PVC waste pipe for sink including PVC waste fittings Complete Flexible Pipe 32mm Dia 126 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 15mm nominal bore 127 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms.15mm nominal bore 128 Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge. 129 Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as perdirection of Engineer-in-charge and finished smooth. Granite Stone of approved shade 130 Providing and fixing of Kent Elite Plus Water Purifier (RO+UV+UF+TDS Control) with flow rate (50L/hr)including all its accessories, complete in all respect including testing etc. 131 Providing and fixing of Water Cooler (Voltas Make) including all its accessories, complete in all respect including testing etc. 132 Providing and fixing of storage type (pressurised type) electrichot water heater copper sheet container, 25 mm thickinsulation, stove enamelled M.S. jacket thermostatically controlled immersion heater with pilot neon lamp, suitable length of electrical cable and 15 amp 3 pin plug top, complete in all respect including testing etc. Capacity 25 Liters 133 SUB HEAD-II-WATER SUPPLY 134 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. 135 Concealed work, including cutting chases and making good the walls etc. 136 For Internal Toilet 137 15 mm nominal outer dia Pipes 138 20 mm nominal outer dia Pipes 139 25 mm nominal outer dia Pipes 140 32 mm nominal outer dia Pipes 141 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. 142 Internal work - Exposed on wall 143 20 mm nominal bore 144 25 mm nominal bore 145 32 mm nominal bore 146 Providing and fixing GI pipes complete with GI fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on Wall 147 Terrace loop & Tank Filling Pipe 148 50 mm nominal bore 149 65 mm nominal bore (i/c two coat of synthetic enamel paint) 150 Supply, fixing, testing and commissioning of following Electrical Actuator Single Phase 220V AC Operated Wafer Type Butterfly Valve - IP65CB - 230VAC, as per specifications:- 151 Lehry Make Automatic OHT Level Control System Consist of Following Items 1) LEHRY Make On-Off Type Electrical Actuator Single Phase 220V AC Operated Wafer Type Butterfly Valve with CI Body & SS Disc 2) Level Float Switch- 5M 3) Control Box (a) IP 65 Finishing(250 x 160 x 115)mm (b) LED Lamps: Tank FULL, Tank EMPTY, Power (c) Power supply toggle switch (d) Accepts 230V Single Phase power supply and provides 24VAC to float switch and 230VAC to valve coil. (e) Accepts NO/NC feedback from float switch. 50mm 152 Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work : 50mm diameter pipe 153 Providing, Fixing, Testing & Commissioning of XLPE Insulation of 9mm thickness on hot water supply pipes. Astral orequivalent approved complete in all respect as directed by Engineer-in-charge. 154 15mm dia (9 mm thickness) 155 20mm dia (9 mm thickness) 156 Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 50 to 80 mm nominal bore 157 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 158 For vertical pipe connection with terrace ringmain 159 20 mm nominal bore 160 25mm nominal bore 161 32mm nominal bore 162 50mm nominal bore 163 65mm nominal bore 164 Providing and fixing MS pipe puddle flanges of required size with 600mm long with 6mm thick MS plate of size 300mm x 300mmof suitable size properly fixed in RCC walls of water tanks, including necessary welding complete in all respect as per details shown on darwings and directions of Engineeer-in-charge for water tanks. 165 25mm dia. 166 50mm dia. 167 65mm dia. 168 150mm dia. 169 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS :13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 110 mm dia (for rain water) 170 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A,including jointingwithsealringconformingtoIS: 5382, leaving 10 mm gap for thermal expansion. 171 Single Push Fit Coupler 172 110 mm dia 173 Single tee with door 174 110x110x110 mm 175 Plain bend 87.5 deg 176 110 mm dia 177 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 110 mm dia 178 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. 179 SUB HEAD : IV - INTERNAL DRAINAGE 180 Providing, fixing, jointing and testing,uPVCSWR pipes, - type B conforming to IS : 13592to wall, ceiling and floor, approved quality, complete, for soil, waste & rain water drain including pushfit jointing with seal ring. (i) Single socketed pipes. 181 Internal Toilet (Soil & Waste Pipe) 182 75 mm 183 110 mm 184 Exposed on Wall (Soil & Waste Pipe) 185 110 mm 186 Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC pipes including jointing with seal ring leaving 10 mm gap for thermal expansion. 187 Bend without door (87.5°) 188 110mm bend 189 Bend without door (45°) 190 100mm 191 75mm 192 Y Fitting without door 193 100mm 194 75mm 195 Reduced Y Fitting without door 196 100mm x 75mm 197 Single Tee without door 198 110mm 199 75 mm 200 Single Tee with door 201 110mm 202 Reduced Tee with door 203 110mm x 75mm 204 Coupler 205 110mm 206 Clean Out Plug (COP) 207 110mm 208 75 mm 209 Vent Cowl 210 110mm 211 Providing, fixing, jointing and testing, unplasticized PVC pipes - 10 kg/cm2 confirming to IS : 4985 to wall, ceiling and floor, approved quality, complete, for waste water drain including jointing with rubbering/solvent/solution and airtight joints, etc. 212 For Wash basin & Urinal 213 50mm dia. Pipe 214 32mm dia. Pipe 215 Elbow (90°) 216 50mm 217 32mm 218 Elbow (45°) 219 50mm 220 32mm 221 T fitting 222 50mm 223 32mm 224 Providing, fixing, jointing and testing ,ofPVC Multi Floor Trap without jali ofminimum 50 mm water seal, making necessarycuttingin slabor floors and making goodincluding supports with cement concrete 1:3:6complete as approved by Engineer-in-Charge.110mm x 75mm x 50mm/40mm (Toilet) 225 Providing, fixing, jointing and testing , ofPVC NahaniTrap without jali ofminimum 50 mm water seal, making necessarycuttingin slabor floors and making goodincluding supports with cement concrete 1:3:6complete as approved by Engineer-in-Charge. 226 110mm x 75mm (Toilet) 227 110mm x 75mm (Kitchen) 228 Providing and fixing PTMT grating of approved quality and colour.Rectangular type with openable circular lid 150 mm nominal size square 100 mm diameter of the inner hinged round grating (including balcony) 229 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design : 150 x 100mm size P-type With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 230 Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete: 100 mm diameter 231 Excavating trenches of required width for pipes cables etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m ncluding getting out the excavated soil , and then returning the soil as required , in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed , within a lead of 50 m. All kind of soil Pipes, cables etc. exceeding 80 mm dia . But not exceeding 300mm dia. 232 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W.pipes including bed concrete as per standard design: 100mm dia SWpipe 233 COST OF SEWERAGE WORKS 234 Excavating trenches in all kinds ofsoil of required width for pipes. including excavation for sockets and dressing of sides, ramming of bottoms, including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc & disposing of surplus excavated soil as directed within a lead of 50m. up to 1.50 m depthPipes 80 mm to 300 mmdiameter 235 Opentimbering in trenches including shuttering and shoring complete. (Measurement to be taken of the face area timbered) Depth not exceeding 1.5 meter 236 Providing and laying NonpressureNP 2 class (light duty) RCC pipe with collars jointed withstiffmixtureofcement mortar in the proportion of 1:2 (1cement : 2 finesand ) includingtestingof joints etc. complete. 150 mm.dia. RCCPipes 237 Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size) upto the haunches of pipes including bed concrete as per standard design 150 mm. dia. 238 Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design. Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg). With common burnt clay FPS (non modular) bricks of class designation 75 (i) For Sewer Line 239 Extra for depth for manholes: 240 Size 90x80cm with With common burnt clay FPS (non modular) bricks of class designation 7.5 241 Inside size 90x120cms and 90cms deep including CI cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58kg).With common burnt clay FPS (non modular) bricks of class designation 75 (i) For Sewer Line 242 Extra for depth for manholes: Size 90x120cm with With common burnt clay FPS (non modular) bricks of class designation 7.5 243 Providing orange colour safety footrests of minimum 6 mm thick plastic encapsulated as per IS:10910 on 12 mm dia steel bar conforming to IS:1786 having minimum cross section as 23 mm x 25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm thread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufactures permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. 244 Supply, installing, testing and commissioning of non clog submersible type drainage / dewatering pumpset 245 COST OF EXTERNAL WATER SUPPLY WORKS 246 Providing & fixing G.I. pipes complete with G.I. fittings includingtenching and refilling etc. (external work) 247 65mm nominal bore. 248 50mm nominal bore. 249 32mm nominal bore. 250 Providing and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc. 251 65mm nominal bore. 252 50mm nominal bore. 253 32mm nominal bore. 254 Constructing masonry Chamber 90X90X100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand ) for sluice valve, with C.I. surface box 100mm, top diameter, 160 mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab 1:2:4 mix ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 (1 cement :5 fine sand : 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand ) 12 mm thick finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 255 Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick,finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 256 RAIN WATER HARVESTING 257 RECHARGE PITS 258 Earth work in exacavation in trenches for foundations and for pipes cables etc. in ordinary soil(loam clay or sand) including lift upto 1.5 m and dressing of sides and ramming of bottom sand disposal of surplus excavated earth as directed by the Engineer i/c with in a lead of 50m. 259 In all kind of soil upto 1.5m depth 260 In all kind of soil upto 1.5m to 3.0m. depth 261 In all kind of soil upto 3.0m to 4.5m. depth 262 In all kind of soil upto 4.5 m to 6.0m. depth 263 Providing and laying in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded Stone aggregate 20 mm nominal size) and curing complete,including cost of form- work,in foundation and floors. 264 Class M-150 brick work in 1:4 cement coarse sand mortar infoundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work. 265 Reinforcement cement concrete work in RCC culvert slab with 1:1.5:3 (1 cement : 1.5 coarse sand and 3 gradded stone aggregate of 20 mm nominal size) excluding centering and shuttering and reinforcement. 266 Providing & Fixing Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. 267 12mm cement plaster on rough side of single or half brick wall mix1:3 (1 cement : 3 Coarse sand) 268 Providing M.S. foot rests including fixing in manoholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as per standard design: With 20x20mm square bar 269 Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. M.D. -10- Circular shape 500mm internal diameter 270 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level. Drilling of 300mm dia bore hole manually. 271 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 150 mm nominal size dia 272 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads& lifts, all complete as per direction of Engineer-in-charge. 273 Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, inrequired thickness, for all leads & lifts, all complete as per directionof Engineer-in-charge. 274 Supplying, filling, spreading & leveling coarse sand of size range 1.5mm to 2 mm in recharge pit, in required thickness over gravel layer,for all leads & lifts, all complete as per direction of Engineer -incharge. 275 Gravel packing in tubewell construction in accordance with IS: 4097,including providing gravel fine/ medium/ coarse, in required grading& sizes as per actual requirement, all complete as per direction ofEngineer-in-charge. 276 DESILTING CHAMBER 277 Earth work in exacavation in trenches for foundations and for pipes cables etc. in ordinary soil(loam clay or sand) including lift upto 1.5 m and dressing of sides and ramming of bottom sand disposal of surplus excavated earth as directed by the Engineer i/c with in a lead of 50m. 278 In all kind of soil upto 1.5m depth 279 In all kind of soil upto 1.5m to 3.0m. depth 280 Providing and laying in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded Stone aggregate 20 mm nominal size) and curing complete,including cost of form- work,in foundation and floors. 281 Class M-150 brick work in 1:4 cement coarse sand mortar infoundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work. 282 Reinforcement cement concrete work in RCC culvert slab with 1:1.5:3 (1 cement : 1.5 coarse sand and 3 gradded stone aggregate of 20 mm nominal size) excluding centering and shuttering and reinforcement. 283 Providing & Fixing Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. 284 15mm cement plaster on rough side of single or half brick wall mix 1:3 (1 cement : 3 Coarse sand) 285 Providing M.S. foot rests including fixing in manoholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as per standard design: With 20x20mm square bar 286 Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. M.D. -10- Circular shape 500mm internal diameter 287 DRAINAGE NETWORK 288 Excavating trenches in all kinds ofsoil of required width for pipes. including excavation for sockets and dressing of sides, ramming of bottoms, including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc & disposing of surplus excavated soil as directed within a lead of 50m. up to 1.50 m depth Pipes 80 mm to 300 mmdiameter 289 Providing and laying NonpressureNP 2 class (light duty) RCC pipe with collars jointed withstiffmixtureofcement mortar in the proportion of 1:2 (1cement : 2 finesand ) includingtestingof joints etc. complete. 150 mm.dia. RCCPipes 290 Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size) upto the haunches of pipes including bed concrete as per standard design 150 mm. dia. 291 Constructing brick masonry INSPECTION chamber 60x60x75 cm with bricks of class designation 50 in cement mortar 1:4 (1 cement : 4 coarse sand) including CI cover with frame LIGHT WEIGHT complete as perdesign. With FPS bricks 292 Constructing brick masonary open surface drain with bricks of class designation 75 in cement mortar 1:4 (1 cement : 4 fine sand) including earth excavation, 10cm thick bed concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size) and 25mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size) for filling haunches including 12mm cement plaster 1:4 (1 cement : 4 coarse sand ) with a floating coat of neat cement inside the drain, its top and exposed side including disposal of surplus earth complete as per standard design: 293 Drain 300 wide average.Depth 45 cm with R.C.C. slab 294 Drain 450 wide average.Depth 45 cm with R.C.C. slab 295 SEPTIC TANK & SOAK PIT 296 Size :- Length = 7.50 M. Width = 2.65M Total Depth =3.00M 297 Earth work in excavation over areas including disposal of excavated earth, lead upto 50m, disposed earth to be levelled and neatly dressed. 298 In all kind of soil upto 1.5m depth 299 In all kind of soil upto 1.5m to 3.0m. depth 300 In all kind of soil upto 3.0m to 4.5m. depth 301 Providing and laying of cement concrete in base excluding the cost of centring and shuttering by 1:2:4 (1 cement : 2 coarse sand : 4 gradded stone aggregae 40mm nominal size) 302 Brick work with brick of class designation 150 in foundation and plinth in cement mortar (1 cement : 4 coarse sand) 303 Reinforcement cement concrete work in RCC culvert slab with 1:1.5:3 (1 cement : 1.5 coarse sand and 3 gradded stone aggregate of 20 mm nominal size) excluding centering and shuttering and reinforcement. 304 P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. 305 12mm cement plaster on rough side of mix 1:3 (1 cement : 3 coarse sand) 306 Providing M.S. foot rest including fixing with 20x20x10 cm. cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 gradded aggregate of nominal size 20mm ) as per standard design with 20x20mm sq bars. 307 Providing and fixing C.I. tee at the inlet and outlet of septic tank. 308 Providing & fixing 75mm dia vent pipes. 309 Providing & fixing of 75mm dia cast iron terminal guard. 310 Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. 311 M.D. -10- Circular shape 500mm internal diameter 312 M.D. -2.5- Circular shape 450mm internal diameter 313 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks of class designation 75 and S.W. drain pipe 100 mm diameter, 1.8m long complete as per standard design. With F.P.S. bricks 314 CONSTRUCTIONOFTUBEWELL(suitable for 1000 lpm yield) 315 Transportation Charges of drilling equipment including assembly and other material as required. 316 Drilling of 675 mm. dia by rotary machine 317 Supply & laying of 350 mm. dia housing pipe (8 mm. thick) 318 Supply & laying of 200 mm. dia blind pipe (8 mm. thick) 319 Supply & laying of 200 mm. dia slotted pipe (8 mm. thick) 320 Supply & fixing of 350 mm. dia Socket 321 Supply & fixing of 200 mm. dia Socket 322 Supply & fixing of 200 mm. dia Bail plug 323 Supply & fixing of 350 mm. dia well cap 324 Supply & fixing of 350x200 mm. dia reducer. 325 Supply & fixing of 350 mm. dia housing clamp 326 Supply & Filling of pee gravel 2 mm. 4 mm. in side of bore after lower and development as required as per direction of E/I. 327 Development by air compressor including Transportation. 328 Development by O.P. Unit including Transportation. 329 Supply of submersible pump suitable for tube well capable of pumping clear and cold water free from chemical and directly coupled with electric moter operating of 415 volt suitable for 3 phase 50 cycle A.C. Supply of following duty condition. A - Discharge of water in LPM 860 Approx size of discharge outlet in 80 mm. B - Total Head of pump set 45 m. 330 Supply and fixing of finolex or equivalent ISI marked submersible copper cable of size 2x3x2.5 sq. mm. 331 Supply of control panel cubical type wall mounted vermin proof with internal wiring duly enameled painted and mechanically finished having L&T of qul. Male switch fuse unit with HRC fuses, Ameter, Boltmeter, Selector switch, phase indicating lamp with bulbs, instrument fuses, power capcitor single phase preventor etc. complete set with supply of Jyoti or eq. Air break Star- Delta motro starter suitable for above submersible pump set. 332 Supply of 80mm dia M.S. column pipe of class C both and socketed with heavy sockets in 3/6 meter length and one end flanged complete with interlocking arrangements. 333 Supply of 80mm dia M.S. column pipe clamps with nut, bolts, packing etc. 334 Supply of 80mm dia C.I. double flanged ISI mark reflex valve of updadhya or equ. Make. 335 Supply of 80mm dia C.I. double flanged ISI mark sluice valve with hand wheel of upadhya or equ. Make. 336 Supply of C.I. double flanged bend of 80mm dia i/c cost of material and labour. 337 Supply of 80mm dia C.I. tee heavy quality i/c cost of material. 338 Supply of Guru/Fibing or equivalent make pressure gauge. 339 Erection & commissioning of pumping plants complete along with electric wiring. 340 Supply of steel wire rope of 1/2 size 341 S/B of 600mm x 600 mm x 6.0 mm G.I. plate vertically for earthing with its top at least 3 metres below ground level complete with 20mm dia G.I. pipe and funnel for watering and one earthing lead on one no. 8 to 10 SWG GI wite in 15mm dia G.I. pipe up to switch board (from appron to switch board the cost of G.I. , pipe and G.I. wire will be extra) 30 cm square C.I. frame with hinged cover masonry housing alternate layers of charcoal. coke and salt at least 150mm thick alround etc. as per directions of E/I complete in all respects as per drawing. 342 S/F of one number 8 to 6 SWG G.I. wire in 15mm dia G.I. Pipe for earthing, laid in ground or in wall duly concealed includingn the cost of cement, sand labour. T&P other material required for proper completion of the work as directed at site. 343 S/F of aluminium conductor PVC insulated armoured, served, sheathed cable 1100 volts grade at a depth of 750mmbelow ground level over a cushion of 75mm thick sand alround and protected with burnt bricks on sides and on top.On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by E/I complete in all respects The armoring of the cable shall be properly connected with the earth conductor by clamps etc. 16 sqmm x 4 core 344 FIRE FIGHTING SYSTEM 345 Excavating trenches of required width for pipes cables etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m ncluding getting out the excavated soil , and then returning the soil as required , in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed , within a lead of 50 m. Pipes, cables etc. exceeding 80 mm dia . But not exceeding 300mm dia. 346 Providing, laying, testing & commissioning of C class heavy duty MS pipe conforming to IS 3589/IS 1239 including Welding, fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required : 100 mm nominal bore (pipe in pump room & external) 347 Supplying and fixing of fire brigade connection of cast iron body with gun metal male instantaneous inlet couplings complete with cap and chain as reqd. for suitable dia MS pipe connection conforming to IS 904as required : 2 way - 100 mm dia M.S. Pipe (Siamese& draw out connection) 348 SUB HEAD-II: INTERNAL FIRE FIGHTING WORKS(HYDRANT SYSTEM) 349 Supplying, installation, testing and commissioning of electric driven terrace pump suitable for automatic operation and consisting of following, complete in all respects, as required: (Terrace Pump)(a) Horizontal type, multistage, centrifugal, split casing pump of cast iron body & bronze impeller with stainless steel shaft, mechanical confirming to IS : 1520b) Suitable HP squirell cage induction motor TEFC type suitable for operation on 415 volts, 3 phase, 50 Hz, AC supply with IP55 class of protection for enclosure, horiziontal foot mounted type with Class-F insulation, conforming to IS-325.(c) M.S.fabricated common base plate, coupling, coupling guard, foundation bolts etc.as required.(d) Suitable cement concrete foundation duly plastered and with anti vibration pads.450 lpm at 35 m Head 350 Providing & fixing of pressure switch in M.S. pipe line including connection etc. as required. (for terrace booster pump) 351 Providing and fixing in position the industrial type pressuregauges with gun metal / brass valves complete as required (for terrace booster pump) 352 Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required : 100 mm dia. 353 Providing, installation, testing and commissioning of non-return valve of following sizes confirming to IS: 5312 complete with rubber gasket, GI bolts, nuts, washers etc.as required : 100 mm dia. 354 Providing, laying, testing & commissioning of C class heavy duty MS pipe conforming to IS 3589/IS 1239 including Welding, fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required : 355 80 mm nominal bore 356 100 mm nominal bore 357 Supplying and fixing single headed internal hydrant valve with instantaneous Gunmetal/Stainless Steel coupling of 63 mm dia with cast iron wheel ISI marked conforming to IS 5290 (Type -A) with blank Gunmetal/Stainless Steel cap and chain as required :Single headed Gunmetal 358 Supplying and fixing first-aid Hose Reel with MS construction spray painted in post office red, conforming to IS 884 complete with the following as required.20 mm nominal internal dia water hose thermoplastic (Textile reinforced) type -2 as per IS: 12585 20 mm nominal internal dia gun metal globe valve & nozzle. Drum and brackets for fixing the equipmets on wall. Connections from riser with 25 mm dia stop gun metal valve & M.S. Pipe and socket.40 m 359 Supplying and fixing 63 mm dia, 15 m long RRL hose pipe with 63 mm dia male and female couplings duly bound with GI wire, rivets etc. conforming to IS 636 (type-A) as required :Gun metal 360 Supplying & fixing 63 mm dia gun metal short branch pipe with 20 mm nominal internal diameter size nozzle conforming to IS 903 suitable for instantaneous connection to interconnect hose pipe coupling as required :Gun metal 361 Providingandfixing standard fire mans axe with heavy duty insulated rubber handle. 362 Providing of FHC Door made of 16 gauge MS Sheet with frame of size 105x70mm complete door and frame assembly including all hardwares (Concealed Flush handle,Allen Key Lock, MS Hinges, 5mm Thick Float glass) & accesories . The door to be painted with fire resistance paint. The scope shall also include the painting of the frame with the same paint as the shutter or complete as per direction of Engineer-in-charge.(Approx. size of door:900mm Wide & 1500mm Height) 363 Supplying and fixing orifice plate made out of 6 mm thick stainless steel (Grade 304) with orifice of required size to be fitted between flange & landing valve of external and internal hydrants to reduce pressure at the outlet to the level of 3.5 kg/cm2 complete as required. 364 Supplying and fixing air vessel made of 250 mm dia, 8 mm thick MS sheet, 1200 mm in height with air release valve on top and flanged connection to riser, drain arrangement with 25 mm dia gun metal wheel valve with required accessories, pressure gauge and paintingwith synthetic enamel paint of approved shade as required. 365 SUB HEAD-III: FIRE EXTINGUSHER 366 Supply and fixing of C02 type fire extinguisher 4.5 kg. capacity (ISI Marked IS : 2878 & TAC approved) complete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work. 367 Supply and fixing of fire extinguisher, ABC Type 6.00 kg. capacity (ISI Marked IS : 15683 & TAC approved) complete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work. 368 Providing and fixing Fire related signages printed on photoluminescent U1000 aluminium sheet of 1.0 mm (+-10%) containing Lumigen II as base chemical, covered under UV stablized coating and of appropriate sizeincluding fixing on wall, door, ceiling etc. with proper clamps, hangers, cleats, anchor fasteners etc. complete in all respects as directed by Engineer-in-charge. 369 SUB HEAD-IV: ELECTRICAL WORKS (For Terrace Pump) 370 Supply and laying of aluminium conducter, PVC insulated armoured, served, sheeted cable 1000 bolts grade at a depth of 750mm below ground level over a cushion of 75mm thick sand alround and protected with burnt bricks on sides and top on surface, the cable run shall be fixed on M.S. clamps etc. of suitable size. 3CX6Sqmm AL XLPE Cable 371 Supply & fixing of brass nickle plated compression gland for PVC insulated & armoured served sheathed, underground cable including rubber ring etc. complete in all respects. The armouring of the cable shall be properly connected with the earth as per dire 3CX6Sqmm AL XLPE Cable 372 Fabricating & Supply, installing, testing and commissioning ofsheet steel clad floor mounting control panel having suitable size for control of 1 nos. booster pumps 5.5 KW/7.5HP each having suitable incoming MCCB, incoming voltmeter with selector switch and fuses. DOL Starter with hand reset overload cum single phase preventor type relay, Ammeters to read current in any one phase, alarm with reset push button which will automatically reset for the next cycle.(As per the Technical Specifications)(At Terrace floor) 373 Supplying and installing following size of perforated pre-painted M.S.cabletrayswithperforationnotmorethan17.5%,in convenient sections, joined with connectors, suspended from the ceiling with M.S. suspenders including bolts & nuts, painting suspenders etc as required.150 mm width x 50mm depth x 1.6 mm thickness. 374 SCHEDULE OF QUANTITIES FOR ELECTRICAL WORKS 375 SUBHEAD I- WIRINGPOINTS 376 Wiring point for light with 1.5 sq. mm.FRLSH PVC insulated multistrand single core copper conductor cable in PVC conduit pipe partly concealed in the wall and partly laid in slab alongwith the reinforcement before concreting, complete with 14 SWG copper earth continuity wire,GP Box, piano type switch & ceiling rose/angle/batten holder on 3mm thick phenolic paminated backalite sheet etc complete in all respect as directed including matching colour wash 377 Wiring point for fan / fresh air fan (light duty exhaust fan) with 1.5 sq.mm.FRLSH PVC insulated multistrand single core copper conductor cable in PVC conduit partly concealed in wall and partly laid in slab alongwith the reinforcement before concreting, complete with 14 SWG copper earth continuity wire,GP Box , piano type switch & ceiling rose on 3 mm. thick backelite sheet etc., complete in all respect including matching colour wash. 378 Wiring point for 5Amp plug with 1.5 sq. mm.FRLSH PVC insulated multistrand single core copper conductor cable in heavy guage rigid steel conduit partly concealed in wall and partly laid in slab alongwith the reinforcement before concreting, complete with14 SWG copper earth continuity wire and piano type switch and socket etc., complete in all respect including matching colour wash. 379 Addition when modular type switches etc are used in place of piono type switches etc. in various wiring points. 380 Addition for light / fan points with modular type switchin place of piono type switch. 381 Addition for plugpointswith modular type switchin place of piono type switch. 382 Addition for Exhaust fanpointswith modular type switchin place of piono type switch. 383 Supply and fixing of power plug with 15A/250 V flush type switch and 5 Pin 15 A/250V flush type universal socket in suitable M.S. box of 175mmx100x50mm size with phenolic laminated bakellite sheet cover 3mm thick fixed with brass machine screws and cup washer. 384 Supply and fixing of power plug with 20A/250 V flush type switch and 5 Pin 20 A/250V flush type universal socket in suitable M.S. box including supply of all material, labor T&P etc. required for proper completion of work. 385 Supply & wiring of submains with 2 nos. 2.5 sq.mm & with 1 no. earth wire of 1.5 sq.mm FR PVC insulated 1100 V grade single core multistrand copper conductor cable in 20 mm dia heavy duty (2mm thick) PVC conduit complete, including supply of all material, labourand T&P etc. required for proper completion of the work as directed by Engineer I/C. 386 Supply and wiring of submain 2 number 4 sqmm . FRLSH PVC insulated 1100 V grade multistranded single core copper conductor cable in heavy duty( 2 mm thick ) 20mm dia PVC conduit partly concealed in wall and partly laid in slab along with one number 2.5 sqmm FRLSH PVC insulated multistranded copper conductor cable as earth contunity wire etc. complete in all respects. 387 Supply and wiring of submain 2 number 6 sqmm . FRLSH PVC insulated 1100 V grade multistranded single core copper conductor cable in heavy duty( 2 mm thick ) 20mm dia PVC conduit partly concealed in wall and partly laid in slab along with one number 4 sqmm FRLSH PVC insulated multistranded copper conductor cable as earth contunity wire etc. complete in all respects. 388 Supply and wiring of submain 2 number 10 sqmm . FRLSH PVC insulated 1100 V grade multistranded single core copper conductor cable in heavy duty( 2 mm thick ) 25mm dia PVC conduit partly concealed in wall and partly laid in slab along with one number 6 sqmm FRLSH PVC insulated multistranded copper conductor cable as earth contunity wire etc. complete in all respects. 389 Supply and wiring of submain 4 number 10 sqmm . FRLSH PVC insulated 1100 V grade multistranded single core copper conductor cable in heavy duty( 2 mm thick ) 32mm dia PVC conduit partly concealed in wall and partly laid in slab along with two number 10 sqmm FRLSH PVC insulated multistranded copper conductor cable as earth contunity wire etc. complete in all respects. 390 Supply and wiring of 4 number 16 sq. mm. PVC insulated 1100 V grade single core Copper conductor cable in 40 mm dia PVC conduit concealed in wall, with two number 10 sqmm single core Copper conductor cable as earth continuity wire drawn in coudit including matching colour wash etc., cable as earth contunity wire etc. complete in all respects. 391 Supplyfixingand concealing of20mm dia.2mm thick PVC conduit pipe with ISI mark embossed and with PVC acessories confirming to IS No. 3419 for drawing wires duly sealed at joints with original resin/ adhesive to make the complete piping rigid,plastering with cement sand mortar finished to level with matching colour including cost of material labour and T & P etc required for proper completion of work( forTelephone) 392 SUBHEAD II-INSTALLATION OF LIGHT FIXTURES AND FANS 393 Erection and testing of ceiling fan and regulator for room height upto 3.5mts. including supply of 3mm thick G.I. Pipe 19mm dia duly painted, complete in all respects. 394 Erection and testing exhaust fan on the exhisting hole with suitable size of rag bolts nuts and washers etc. complete in all respects. 395 Supply and fixing hexagonal/Round G.P. fan box of approved make made up of 1.0mm thick ISI Marked G.P. sheet spot weeldeed Four to Eight holes of 25.4 mm for pipe entry of the box. Holes should be semi-shuttered type with 0.5mm G.P. Sheet made upper & lower cover duly screewed fitted with 300mm round zink coted M.S Bar X 12mm & brand name should be embossed.Fixing with wiring conduit laid in the R.C.C roof before concreting alongwith supply of all material, labour, T&P etc. required for proper completion of the work. 396 Supply of Ceiling Fan with fan motor of A.C Permanent insulation, capacitor rating conforming BEE 5 star rating and IS:374/79 and also comply with IS: 1709/1984 with latest amendment. The rated voltage 220/240 volts, 50Hz, 1-ph AC the fan assemble should consists of down road blades, shackle canopies etc and with double ball bearing system.BEE 5 Star rated-1200mm sweep 397 Supplyfixingofelectronic fan regulator(Modular) 120-280 V. ISImarked, on the existing switch board including making connetion, required material, labour T/P etc for proper completion of work to the satisfaction of Engineer in charge of work. 398 Supply and fixing of recess/surface mounting round 24 to 32 Watt LED Down Lighter having Powder coated die cast aluminium housing with extended heat sink, diffuser/ Reflector and driver set complete in all respect.CAT- AAA 399 Supply and fixing of 1X1 recess/surface mounting 18 Watt to 20 Watt LED Down Lighter having Powder coated die cast aluminium housing with extended heat sink, diffuser/ Reflector and driver set completed in all respects.CAT- AAA 400 Supply & fixing of LED Tube Light with Metal heavy dutyBox type batten Light fitting 2 x 22 watt suitable for up to 2 x 22 watt LED Polycarbonate tube light complete including tube etc suitable for both surface & surface complete in all respects.(CAT: AAA) 401 Supply & fixing of LED Tube Light with Metal heavy dutyBox type batten Light fitting 1 x 22 watt suitable for up to 1 x 22 watt LED Polycarbonate tube light complete including tube etc suitable for both surface & surface complete in all respects.(CAT: AAA) 402 Supply & fixing of recess/Surface mounting round 6 to 8 watt, LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set, suitable for 24Hr continuous Operation,complete in all respect.(CAT: AAA) 403 Supply and fixing of water tight oblong 10 watt LED bulhead luminaire with driverr set confirming to IP 65 and above Protection complete in all respect.(CAT: AAA) 404 Supply and fixing ofbatten/angle holder complete all respect. 405 Supply and fixing of 3 Watt LED Path / Walkover luminaire having powder cotated die cast aluminium body with drive set . Confirming to IP 65 Protection complete in all respect.CAT-AAA 406 Supply and fixing of factory wired integral LED flood light luminaires with die cast aluminium housing built with dirver set suitable for 40 to 50 Watt. Confirming to IP 65 protection complete in all respect.CAT-AAA 407 NON SCH. 408 Supply and fixing of 17 watt LED Mirror Light and complete in all respect. 409 Supply and fixing of 12 watt LED bulb complete in all respect. 410 Supply and fixing of 40 watt Tungsten Filament Antique Glass Light Incandescent Bulbs Vintage Base E27 Bulb Yellow Light. complete in all respect. 411 Supply and fixing of Dome Shape Pendent Light,complete in all respect, Make : Havells, Wipro, Philips ,Jaguar,Bajaj or Eq. 412 SUBHEAD III-DISTIBUTION BOARD 413 Supply and fixing of surface/flush mounting distribution boards with additional metal door without MCB complete in all respects.(CAT A) 414 8 Way SPN 415 12 Way SPN 416 6 Way TPN 417 8 Way TPN 418 4 Way VTPN 419 Supply and fixing of 6Amp to 32 Amp (10 KA)SP MCB in existing MCB, DB complete with connections as required. (CAT: A) 420 Supply fixing and making connection of following MCBS complete in all respects as per direction and satisfaction of engineer-in-charge.(CAT: A) 421 6 Amp. to 32 Amp. DP MCB (10 KA) C Curve(CAT: A) 422 40 Amp. TP MCB(CAT: A) 423 40 Amp. FP MCB(CAT: A) 424 63 Amp. FP MCB(CAT: A) 425 S&F and making connection of 25A 2 pole 30mA ELCB/RCCB of Din Rail Mounting complete in all respect as per direction and satisfaction to the Engineer in charge. 426 S&F and making connection of 40A 2 pole 30mA ELCB/RCCB of Din Rail Mounting complete in all respect as per direction and satisfaction to the Engineer in charge. 427 Supply and fixing Single Pole MCBS Blanking Plate complete in all respects. (CAT: A) 428 Non-Sch. 429 Supply fixing and making connection of following MCCBS complete in all respects as per direction and satisfaction of engineer-in-charge. 63 Amp. FP MCCB (25 KA) Thermal Magnetic release 430 SUBHEAD IV-CABLES 431 Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc 432 300 sq. mm 3.5 core 433 185 sqmm3.5 core 434 35 sqmm3.5 core 435 25 sqmm3.5 core 436 6 sqmm3 core 437 Supply and fixing of brass nickle plated compression gland for PVC insulated & armoured served sheathed, underground cable including rubber ring etc. complete in all respect. The armouring of the cable shall be properly connected with the earth as per direction of EngineerIncharge 438 300 sqmm3.5 core 439 185 sqmm3.5 core 440 35 sqmm3.5 core 441 25 sqmm3.5 core 442 6 sqmm3 core 443 Supplying and fixing of Palm / pin type copper tin plated cables sockets (lugs) to the cable leads, insuslating with tape and making of connections etc. complete in all respects as per direction of Engineer-Incharge. 444 300 sqmm 445 185 sqmm 446 150 sqmm 447 95 sqmm 448 35 sqmm 449 25 sqmm 450 16 sqmm 451 6 sqmm 452 SUBHEAD V-EARTHING 453 Supply and burying of 600mm x 600 mmx6mm G.I. plate, vertically for earthing with its top atleast 3 mts. below ground level complete with 20mm G.I.pipe and funnel for watering and two earthing leads of No.8to10SWG G.I.wire in 15mm dia G.I. pipe upto switch board (from apron to switch board the cost of G.I. pipe and G.I. wire will be extra) 30cm. square C.I. frame with hinged cover, masonary housing, alternate layers/of charcoal/ coke and salt at least 150mm thick alround etc. complete in all respects. 454 Supply and burying of 600mm X 600mm X 3 mm copper Plate vertically for earthing with its top at least 3 metres below ground level complete with 20mm dia G.I pipe and funnel for watering and one earthing lead ofone no. 8SWG copper wire in 15 mm dia G.I pipe up to switch board ( from appron to switch board the cost of G.I pipe and copper wire will be extra) 30 cm square C.I frame with hinged cover masonry housingalternate layers of charcoal / coke and salt atleast 150mm thick alround etc. as per directions of Engineer in charge complete in all respects. 455 Supply and laying of 32mm x 6mm G.I. strip from earth electrode directly in the ground as required complete in all respects. 456 Supply and Laying of 32mm X 6 mm Copper strip from earth electrode directly in the ground as required complete in all respects.. 457 Supplying & Laying of 25mmx3mm G.I. Strip for earthing purpose as required complete in all respects. 458 Supply & fixing of two number 8 SWG G.I. wire in 15mm dia GI pipe for earthing purpose as required complete in all respects. 459 L.T. PANEL 460 Supply, installation, testing and commissioning of electrical panel, modular type, front accessible only, free floor standing confirming to Minimum IP:43 degree of protection.The panel sheet structure shall undergo seven tank pre-treatment process before painting.The sheet steel shall be all of 2.0mm thick CRCA sheet.All the openable compartments of the panel shall be completely shrouded and provided with padlocking arrangement on all compartments including bus bar and cable alley chambers.The panel height shall not exceed 2200mm and the maximum operating height for any switchgear shall not be more than 1700mm.The panel shall be provided with minimum 75mm base channel frame fabricated from ISMC sections.All bus bar links in the panel shall be solid bus bars with coloured PVC shrinkable sleeves, no wires will be acceptable.Continuous earth bus shall run alround the panel with earthing studs provided at minimum 2 places.The control wiring shall be carried out with minimum 1.5/2.5 sqmm copper wires and adequate number of NO/NC, potential free contacts incorporated for remote operation of the starters.Proper sized cable termination gland plates shall be provided oncable alleys and knockouts for same shall be provided during fabrication stage itself.The panel shall be provided with a thermostatically controlled heating arrangement (200 W) to take care of high humidity conditions.A 5A socket service outlet (single phase) shall be provided in one of the compartments as ervice outlet in the panel.Panel shall be so designed at to have minimum 20% spare feeders/space.Panel shall undergo epoxy powder coated paint, colour as per IS:5 requirement.All cable terminations shall be from top.The complete panel shall be fuse less type, for control circuits 2A/6A MCBs to be used.All bus bars shall be of aluminium, electrolytic grade only.Maximum design density shall not exceed 1 Amps/Sqmm.All bus bars shall be insulated with coloured heat shrinkable PVC sleeved.All bus bar supports shall be non hygroscopic DMC/SMC supports. The panel shall be manufactured in conformance to requirements of local electrical inspector and it shall be contractors responsibility to get initial approval of drawings and also final approval of complete electrical works related to this section. 461 The minimum clearances between bus bars shall be as follows :Phase to phase - minimum 20mmPhase to neutral-minimum 15mmBUILDING MAIN LT PANELIncoming :1 No 250 Amp. 4P MCCB of 25KA (Ics=Icu)Breaking Capacity1 No 200 Amp. 4P MCCB of 25KA (Ics=Icu)Breaking Capacity1 No 125 Amp. 4P MCCB of 25KA (Ics=Icu)Breaking Capacity1 No 63 Amp. 4P MCCB of 25KA (Ics=Icu)Breaking Capacity1 No 200 Amp. 4P ATSMetering :1 Set of CTs one of 250/ 5Amp ratio for Multifunction Meter1 Set of CTs one of 200/ 5Amp ratio for Multifunction Meter1 Set of CTs one of 125/ 5Amp ratio for Multifunction Meter1 Set of CTs one of 63/ 5Amp ratio for Multifunction Meter4 Set of Phase Indication Lamp.Bus Bar :One (1) No. 300 Amp. FP aluminimum bus bar of suitable length.One (1) No. 160 Amp. FP aluminimum bus bar of suitable length.Outgoing :Phase indication lamps on each outgoing to be provided.100 Amps FP MCCB of 25KA - 2 No63 Amps FP MCCB of 25KA - 10 No40 Amps FP MCCB of 25KA - 1 No32 Amps DP MCB of 10KA - 2 NoSPARE & SPACEPanel described as above 462 METERING PANELIncoming :1 No 100 Amp. 4P MCCB of 25KA (Ics=Icu)Breaking CapacityMetering :1 Set of CTs one of 100/ 5Amp ratio for Multifunction Meter1 Set of Phase Indication Lamp.Bus Bar :One (1) No. 120 Amp. FP aluminimum bus bar of suitable length.Outgoing :Phase indication lamps on each outgoing to be provided.63 Amps FP MCB of 10KA - 2 No32 Amps DP MCB of 10KA - 9 NoSingle Phase Energy Meter- 8 Nos.Three Phase Energy Meter- 1 Nos.SPARE & SPACEPanel described as above 463 SUBHEAD VII-TELEPHONE SYSTEM 464 S/F MODULAR BOXES, BASE & COVER PLATE :- 465 Supplying and fixingfollowing size/modules, GI box along with modular base& cover plate for modular switches in recess etc as required. 1 or 2 Module (75mm X 75 mm) 466 S/F MODULAR TYPE SWITCH / SOCKET :- 467 Supplying and fixing following modular switch/ socket on theexisting modular plate & switch box including connections but excluding modular plate etc as required. 468 Telephone socket outlet 469 TV Antenna socket outlet 470 Supplying and drawing telephone wire following pair 0.5 sqmm FR PVC insulated annealed copper conductor, unarmoured telephone cable in the existing surface/recessed steel/PVC conduit as required. 2 Pair 471 Supplying and drawing co-axial TV cable RG-6 grade, 0.7 mm solid copper conductor PE insulated,shielded with fine tinned copper braid and protected with PVC sheath in the existing surface/recessed steel/PVC conduit as required. 472 Supplying and fixing modular blanking plate on the existing modular plate& switch box excluding modular plate as required 473 Supplying and drawing of UTP 4 pair CAT 6 LAN Cable in the existing surface/ recessed Steel/ PVC conduit as required. 1 run of cable 474 NON SCH. 475 Supplying and fixing following modular switch/ socket on theexisting modular plate & switch box including connections but excluding modular plate etc as required. RJ-45 Jack With Cat 6 -2M 476 Supplying telephone wire following pair 0.6 sqmm FR PVC insulated annealed copper conductor, unarmoured telephone cable in the existing surface/recessed steel/PVC conduit as required. 5 Pair 477 S/f of 10 pair Junction Boxes for Floors and building with Krone connectors , with connection and punching of same 478 SUBHEAD VIII-CABLES TRAY & RACEWAY 479 Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray (Galvanisation thickness not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required. 480 100 mm wide x 50 mm depth x 1.6 mm thickness. 481 150 mm wide x 50 mm depth x 1.6 mm thickness. 482 Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray bends (galvanisation not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required. 483 100 mm wide x 50 mm depth x 1.6 mm thickness. 484 150 mm wide x 50 mm depth x 1.6 mm thickness. 485 Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray Tee (galvanisation not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required. 486 100 mm wide x 50 mm depth x 1.6 mm thickness. 487 150 mm wide x 50 mm depth x 1.6 mm thickness. 488 Providing, Laying and Fixing following Dia RCC Pipe NP 2 Class (light duty) in ground complete with RCC collars, jointing with cement mortar 1:2 ( 1 Cement : 2 fine sand)including trenching ( 75 cm) deep and refilling etc. as required. 150mm dia 489 NON SCH. 490 Providing and Laying unplastisized rigid PVC pipe conforming to IS:13592 type A including jointing , cuttingand making good the walls & floors as per requirement. 150mm 491 Supply of AC 230/250 Volts, 50 Hz exhaust fans including providing nuts, bolts, mounting frame and other accessories including connections etc. complete as required 492 300mm sweep. 493 600mm sweep. 494 Supply of AC 230/250 Volts, 50 Hz Wall fans including providing nuts, bolts, mounting frame and other accessories including connections etc. complete as required 300mm sweep. 495 Making of following size of Cable Chamber made of 230 mm thick brick work in cement mortar (1 cement : 6 sand) with PCC 100 mm thick PCC base plastering of inner and outer surface with cement mortar including providing of Heavy Duty C.I Cover complete with digging, refilling and removal of surplus soil complete as required. 900 mm x 900 mmx 1000 mm deep 496 (NON SCH) 497 Supplying, Installation and commissioning of AMF start silent type 50 KVA DG set comprising of suitable BHPdiesel engine directly coupledto 3 phase Model- 4K1080TAG2 Engine BHP-80 rated at 1500 RPM, Water Cooled, Four Stroke Electric Start 4 Cylinders Diesel Engine conforming to BS 5514 with capacity Of 10%, complete in all respects with all required safety devices, fittings, batteries, accessories, filters, residential type silencer, control panel, inbuilt diesel oil MS tank of 990 ltrs. capacity made of 2mm thick M.S. sheet complete with M.S. fuel piping, G.M. gate valves, supports, control cable between generating set and control panel, exhaust piping with asbestos roping, antivibration mounting pads, first filling of lubricant oil totally enclosed in air tight, dust proof, weather proof, powder coated cubical type, sound proof as per CPCB norms acoustic enclosure made of 2mm thick CRCA sheet with with heavy duty doors, lockable arrangement, sound proof insulation with high density rock/mineral polymer/fibre cloth and perforated CRCA sheets, suitable to reduce the sound level upto 75dba approx. at a distance of 1 mtrs. as per CPCB norms Complete with axial flow heavy duty exhaust fans for adequate ventilation exhaust of hot air etc including making of cement concrete foundation of 1: 2:4 (1 cement 2 sand and 4, 40mm graded stone aggregate) as per manufacturer recommendation complete as per specifications and conditions as required. (The diesel engine and alternator shall be so rated to deliver the specified output at site condition complete with control cable etc. as required. 498 SUBHEAD XI- Solar Photovoltaic Power Plant 499 Supply, Installation, Testing and Commissioning of ongrid Solar Photovoltaic Power Plant conforming to MNRE specifications as amended, consisting of Mono/Poly Crystal line silicon solar cells, net metering facility, necessary protections, earthing, mounted on Aluminium /GI structure of suitable strength with following components complete as required:-a)Solar Photovoltaic Module of capacity 330Wp or above,manufactured in India, conforming to IS 14286/ IEC61215, IS/IEC61730-Part-1, IS/IEC61730-Part-2. Solar Photovoltaic Module conversion efficiency shall not be less than 16.5%. PV module sused in solar power plants /systems must be warranted for their output peak watt capacity, which should not be less than 90% at the end of 10 years and 80% at the end of 25 years.b) Power Conditioning Unit (PCU) of 350- 800 V DC Input voltage range and 400V AC, three phase, 4 wire,50Hz+/-2.5Hz, output voltage suitable to generate AC Power with efficiency not less than 97%, total harmonic distortion less than 3% and suitable for ambient temperature from 0 to 50 degree C. The PCU shall adjust the voltage and frequency level to suit the Grid Voltage Frequency.c) Data Monitoring System complete with accessories.d) Fixing of Array junction box & Main junction box with IP65 protection and termination arrangement for incoming and outgoing cable along with glands, lugs and other accessories etc. as required.e) Lightning and surge voltage protection.f) Connections & Interconnections by supplying & fixing required size XLPE insulated copper conductor 1.1 kV grade armoured power and control cables between solar modules, main power cable to grid supply PCU unit along with supplying & fixing of necessary channel/ conduit lugs and other accessories etc. as required. 500 ESTIMATE OFFOR 4.5 Mt. WIDE C.C. ROAD 501 Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge etc( PWD-251) 502 Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metr etc(DSR 16.1)*0.8222 503 Supplying and stacking at site. 16.3.1 90 mm to 45 mm size stone aggregate etc and Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density .(DSR 16.3.2 and 16.4)*0.8222 504 Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber,etc(DSR 16.43.2)*0.8345 505 Providing and fixing pre-moulded joint filler in expansion joints of RCC roads / CC pavements after making the joints dust free with high pressure air jet cleaners,etc(DSR 16.45)*0.8222 506 Providing and laying in position bitumen hot sealing compound for expansion joints etc. (DSR- 16.46.1*0.8222) Using grade A sealing compound. 507 TREMIX FLOORING IN PARKING AREA 508 Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge etc( dsr 2.1) 509 Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metr etc dsr 16.1 510 Supplying and stacking at site. 16.3.1 90 mm to 45 mm size stone aggregate etc and Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density .(dsr16.3.2 and 16.4) 511 Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber,etc(sor 16.43.2) 512 Providing and laying in position bitumen hot sealing compound for expansion joints etc. (DSR- 16.46.1*0.8681) Using grade A sealing compound. 513 Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). 514 [ LANDSCAPING WORK ] 515 Supplying and stacking sludge at site including royalty and carriage up to 1 km (sludge measured in stacks will be reduced by 8% for payment). 516 Carrigae of sludge upto 5 K.M. 517 Supplying and stacking at site dump manure from approved source including carriage upto 1 km (manure measured instacks will be reduced by 8% for payment) : Screened through sieve of I.S. designation 4.75 mm 518 Carrigae of manure upto 5 K.M. 519 Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge. 520 Spreading of sludge, dump manure or/and good earth in requiredthickness (cost of sludge dump manure or/and good earth to bepaid separately). 521 Digging holes in ordinary soil and refilling the same with theexcavated earth mixed with manure or sludge in the ratio of 2:1by volume (2 parts of stacked volume of earth after reduction by20% : 1 part of stacked volume of manure after reduction by 8%), flooding with water, dressing, including removal of rubbish and surplus earth, if any with all leads and lifts ( cost of manure, sludge or extra good earth if needed to be paid for separately). 522 Holes 0.9 m dia. and 0.90 m deep. 523 Providing & stacking of Phoenix sylvestris Roxb. (Wild date palm/khajur) of height 150-165 cm. in Big HDPE Bag as per direction of the officer-in-charge. 524 Providing & stacking of Pinus longifolia (Pinus) of height 90-105 cm. in cement pots of size 35cm as per direction of the officer-in-charge. 525 Grassing with selection No.1 grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the good earth shall be paid for separately). With grass Turf. 526 Sand Stone Pathway 527 Supplying & Laying of P.C.C. in 1:4:8 (1 Cement :4 Coarse sand: 8 stone aggregate 40 mm nominal size in base includinmg supply of all material labour T&P etc. 528 40 mm thick rubbed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints 3 mm thick, side buttered with cement mortar 1:2 (1 cement : 2 stone dust) admixed with pigment to match the shade of stone and pointing with same mortar. Red sand stone 529 Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). 530 Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. 531 [ COBBLE PATHWAY ] 532 Earth work in excavation 533 Excavation by Manual means 534 Surface dressing 535 P.C.C. 1:4:8 536 B/W in 1:4 ( 1Cement :4 Coarse sand) 537 12 mm plaster in 1:3 outer 538 12 mm plaster in 1:3 inner 539 Providing & fixing Cobble Stone Flooring (10X10X10)cm filling of joints in 1:3 Cement mortarwith matching colour pigments all complete specification & direction of Engineer in charge. 540 [ ABSTRACT OF COST - CHHATRI ] 541 Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) : 300 mm dia piles 542 Excavation of foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. 543 Sand filling in plinth under floors including watering, ramming, consolidating and dressing complete including lead up to 50m and lift upto 1.5m and including cost of sand. 544 Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) and curing complete,including cost of form- work, in foundation and floors. 545 Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and alround the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete (plinth area of the building at ground floor only shall be measured as per I.S.6313(PartII 1981)Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows : (1)Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm (4) Treatment junction of wall and the floor 7.5 liters /sqm (5)Treatment of soil along external perimeter of building 7.5 liters/sqm. (6) Treatment of soil under apron along external perimter 5 liters/sqm. (As per manufacturers standard dilution) 546 R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in lintels of doors and windows excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than M-20. 547 As in item no. 6 above but for slabs (Using 1:1.5:3 Mix concrete). 548 As in item 6 but for thelighterbeams i.e. having spans upto 6 m. (Using 1:1.5:3 Mix concrete). 549 As in item 6 abovebut inR.C.C.Raft foundation and footingwithapproved stone ballast. (Using1:1.5:3Mix concrete). 550 As in item 6 above but in R.C.C. columns in 1:1.5:3 having strength not less than M-20. 551 M-150 brick work in 1:6 (one cement and six coarse sand of 2.25 fineness modulus) mortar infoundation & plinth including supply of all materials, labour and T & P etc required for proper completion of the work. 552 P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. 553 15 mm cement plaster on rough side of single or half brick wall of mix 1:4 (1 cement: 4 coarse sand) 554 Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) :Red sand stone - exposed face fine dressed with roughbacking. 30 mm thick 555 Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required. 556 Supplying, fabricating, transporting, hoisting and fixing in position good quality of 70 mm Red sandstone in various elements for all levels. Stone shall be free from cracks, lines stains and even in shade for each element. The The stone shall be fine grained and reddish or buff-colored (locally available). The work shall be carried out as per attached drawings with different process of i.e carving (manual/ by machine), ornamental work, traditional work, figure work (any type, any size), CNC cutting, moulding. The carving and molding work shall be of very good quality. The stones to be fixed in line, level and plumb in all respect with the use of brass clamps, pins, (to be paid separetely) dowels, cement slurry with matching pigment and Epoxy of Akemi Germany, Ardex Endura, MYK laticrete or approved make as required and as approved by the Architects. 557 Supply/FIXINGOF Installation Of Fountain 558 [ ABSTRACT OF COST - POND (SIZE - 30.0X 3.3 MT. ] 559 Earth workinexacavationintrenches for foundations in ordinarysoil (loan clay or sand) includingliftupto 1.5m and leadup to 30m.&including filling watering & ramming of excavated earthin to trenchesorintothespace between the building& thesidesof foundation trenchesor in totheplinth and removal & disposal of surplus excavated earthas directedbytheEngineer i/c upto adistanceof 30 m fromthe foundation trenches. 560 Providing and layingin cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded stone aggregate 40 mm nominal size) and curing complete,including cost ofform-work,in foundation and floors. 561 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size)(Footing) 562 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natu ral sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 563 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level or above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. 564 Water proofing of pool as per spec.of DON building Chemicals. 565 Providing & fixing Glass Mosaic tiles in pond. 566 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Granite stone slab all colour and texture except black, Cherry/ Ruby red Area of slab over 0.50 sqm 567 Centering and shuttering including strutting, propping etc. and removal of form for. 568 Foundations, footings, bases of columns, etc. for mass concrete 569 Columns, Pillars, Piers, Abutments, Posts and Struts 570 Underground Sump 571 Supply installing , testing and commissioning of non clog submerssible tupe drainage/dewatering pumpset.Product Type: SUBMERSIBLE DRAINAGE PUMP Product ConfigurationPump Classification: Standard PumpComponent Materials Volute Material: Cast Iron FG 260 Impeller Material: Cast Iron FG 260Shaft Material: S.S AISI 410 Seal Material: Carbon/Ceramic/NBR/S.S 304 Motor Specifications Phase: 3 Voltage: 380-415VCable Length: Standard - 5 metresCable Length: Additional - 0 metres: 0Pipework Connection Float Switch: With Float Switch Solids Diameter LimitMaximum Solids Diameter: 10 mm Flow Rate = 205 LPM Each Pump Head = 9mEach Pump Set Detail = 1W+1S ( 2No. for LOWER GROUND TOILET) 572 Filling of carted earth. (230.13*4) 573 COST OF LIFT 13 PERSON 574 COST OF SOLAR PHOTO VOLTAIC PLANT 575 COST OF D.G.SET - 50 KVA 576 GST Extra as per applicable
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Uttar Pradesh View Result →
34.
Housing Urban and Rular Development #9456638 Technical Bid
Tender For Tourist Infrastructure Development At Somnath Temple Char, District Chitrakoot, (U.P.), 1 Tourist Infrastructure Development at Somnath Temple Char, District Chitrakoot, (U.P.) 2 BOUNDARY WALL ( 255.00 MTR ) 3 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-incharge.All kinds of soil 4 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 5 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum 6 All works upto plinth level, Concrete of M25 grade with minimum cement content of 330 kg /cum, As in item 6 above but 1:1.5:3 for Footing 7 All works upto plinth level, Concrete of M25 grade with minimum cement content of 330 kg /cum, As in item 6 above but 1:1.5:3 for Column 8 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete Thermo-Mechanically Treated bars of grade Fe-500D or more. 9 First Class M-150 brick work in 1:6 cement and coarse sand mortar infoundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work. 10 M-150 brick work in 1:6 cement and Coarse sandmortar in superstructure including supply of all material, labour and tools and plants etc required for proper completion of work for walls of 230 mmthick 11 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) 12 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished seamless type tubes 13 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 14 Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm 15 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications :Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture 16 Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers 17 Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete 18 Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts 19 PROPOSED ENTRANCE GATE 20 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-incharge.All kinds of soil 21 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 22 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works Upto plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum 23 All works Above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum, As in item 3 abovebut inColumn withapproved stone ballast.(Using1:1.5:3Mix concrete) 24 All works Above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum, As in item 3 but for thelighter beams i.e. having spans more than 6 m. (Using 1:1.5:3 Mix concrete) 25 Brick work with class 150 bricks in foundation & plinth in cement mortar 1: 6(1 cement : 6 coarse sand) including all materials, labour, proper curing and T & P etc. required for proper completion of work as directed by Engineer - in -charge. 26 Brick work in super-structure in 1:6 (1 Cement :6 Coarse sand ) above plinth level up to floor two level ( up to two storeys ) includingnecessarycutting and moulding of brick work asrequiredand also including honey combed brick work for wall of one brick thick etc all complete in direction of engineer in charge. 27 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete Thermo-Mechanically Treated bars of grade Fe-500D or more. 28 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) 29 Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : Red sand stone - Exposed face machine cut and table rubbed with rough backing. 30 mm thick Red Sand Stone 30 Providing and fixing structural steel frame (for dry cladding with 30 mm thick gang saw cut with machine cut edges sand stone) on walls at all heights using M.S. square/ rectangular tube in the required pattern as per architectural drawing, including cost of cutting, bending, welding etc. The frame work shall be fixed to the wall with the help of M.S. brackets/ lugs of angle iron/ flats etc. which shall be welded to the frame and embedded in brick wall with cement concrete block 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20 mm nominal size) of size 300x230x300 mm, including cost of necessary centring and shuttering and with approved expansion hold fasteners on CC/RCC surface, including drilling necessary holes. Approved cramps/ pins etc. shall be welded to the frame work to support stone cladding, the steel work will be given a priming coat of Zinc primer as approved by Engineer in-charge and painted with two or more coats of epoxy paint (Shop drawings shall be submitted by the contractor to the Engineer-in-charge for approval before execution). The frame work shall be fixed in true horizontal & vertical lines/planes. (Only structural steel frame work shall be measured for the purpose of payment, stainless steel cramps shall be paid for separately and nothing extra shall be paid). 31 Providing and fixing adjustable stainless steel cramps of approved quality, required shape and size, adjustable with stainless steel nuts, bolts and washer (total weight not less than 260 gms), for dry stone cladding fixed on frame work at suitable location, including making necessary recesses in stone slab, drilling required holes etc complete as per direction of the Engineer-in-charge. 32 Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete 33 Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts 34 Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers 35 INTERLOCKINGTILE PATHWAY 36 Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. 37 Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. 38 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 39 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 40 Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. 41 Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). 42 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) 43 TREMIX PARING & ROAD 44 Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. 45 Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. 46 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 47 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 48 Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid andinished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately). 49 Mildsteel or ironinplainworksuchas reinforcedconcrete orreinforced ,brick work (when not includedin anover all rates )wroughtto required shapeas necessary includingbendingforproper completion of theworkand includingsupplyof steelitswastage bend hooksand authorised overlapping shallbe measured upto floor two level. 50 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. 51 Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). 52 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) 53 Cost of Bench 54 Cost of Dustbin 55 Cost of Signages 56 Manufacturing, supplying and fixing retro reflective sign boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white orother colour combination including subject matter, message (bilingual), symbols and borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm along with theft resistant measures, mounted and fixed with 2 Nos. M.S. angles of size 35x35x5 mm to a vertical post made up to M.S. Tee section ISMT 50x50x6 mm welded with base plate of size100x100x5 mm at the bottom end and including making holes in pipes, angles flats, providing & fixing M.S. message plate of required size, steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical MS-Tee support to be painted in black and white colours).Backside of aluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat including all leads and lifts etc. complete as per drawing , specification and direction of Engineer-in-charge.Mandatory/ Regulatory sign boards of 900 mm diametre with support length of 3750 mm 57 Manufacturing, supplying and fixing retro reflective overhead signage boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type - III of ASTM-D-4956-01 as approved by Engineer-in-charge, letters, borders etc. as per IRC : 67-2001 in silver white with blue colour back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminium alloys, rivets or bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows along with theft resistant measures, including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminium sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural frame workfrom the gantry, fixing and erecting the same in position all complete as per drawings, specification and direction of the engineer-incharge.( Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment).Overhead informatory road signage 58 S/F & OFSolar Lighting Complet Etc. 59 TUBE WELL AND INSTALLATION OF SUBMERSIBLE PUMP (90 M. DEPTH) 60 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level. 300 mm dia 61 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 100 mm nominal size dia 62 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 100 mm nominal size dia 63 Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. 64 (0.785*0.4*0.4*90)-(0.785*0.2*0.2*90)=8.478 CUM 65 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit) with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by “V” notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. 66 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of :100 mm dia 67 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 100 mm clamp. 68 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 100 mm dia. 69 Supply of submersible pump of make KSB 2.0HP with control panel, support wire etc. complete. 70 Providing 2 core PVC insulated submersibble cable from pump panel to submersible pump 71 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 32 mm dia nominal bore 72 Providing and fixing gun metal gate valve with C.I. wheel of approvedquality (screwed end) 73 Supply of 100mm dia Johnson screen. 74 SEPTIC TANK & SOAK PIT 75 Size :- Length =3.50 M. Width = 2.65M Total Depth =3.00M 76 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-incharge. 77 In all kind of soil 78 In all kind of soil 79 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 80 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) 81 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 82 Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work(whennot includedin anover all rates )wroughttorequired shape as necessary including bending for proper completion of thework andincluding supply of steel itswastage bendhooks andauthorisedover lappingshallbe measured upto floor two level. 83 15 mm cement plaster on rough side of single or half brick wall of mix:1:4 (1 cement: 4 coarse sand) 84 Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design With 20x20 mm square bar 85 Providing and fixing S.C.I. Tee 150 mm at the inlet and outlet of septic tank. 86 Providing and fixing soil, waste and vent pipes:75 mm diameter Sand cast iron S&S pipe as per IS: 1729 87 Providing & fixing of 75mm dia Sand cast iron S&S as per IS - 1729 terminal guard. 88 Providing & Fixing 75mm plane sand cast iron S&S bend of required drgtee. 89 Providing lead caulked joints to sand cast iron/ cetrifugally cast (squn) irons pipes & fitting of 50 mm dia 90 Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality.M.D. -10- Circular shape 500mm internal diameter 91 Making soak pit 2.5 mtr dia 3.0 mtr depth 92 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate 93 PROPOSED TOILET 94 Excavation of foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. 95 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth: consolidating each deposited layer by ramming and watering lead 96 Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering-all work up to plinth level. 1:4:8 (1 Cement: 4 coarse sand : 8 graded stone aggregate 20 mm nominal size) 97 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 98 As in item 4 above but forslabs (Using 1:1.5:3 Mix concrete) 99 As in item 4 but for the lighter beams i.e.having spans upto 6 m. (Using 1:1.5:3 Mix concrete) 100 As in item 4 but for the Footing (Using 1:1.5:3 Mix concrete) 101 As in item 4 but for the Column(Using 1:1.5:3 Mix concrete) 102 Mildsteel or ironinplainworksuchas reinforcedconcrete orreinforced ,brick work (when not includedin anover all rates )wroughtto required shapeas necessary includingbendingforproper completion of theworkand includingsupplyof steelitswastage bend hooksand authorised overlapping shallbe measured upto floor two level. 103 Mild steel or iron workofGrill work etc.wroughttorequiredfromincluding supply ofsteel anditswastage includingcostof bolts, nuts if required forandwelding, grinding andmaking holes as required completion of workfabricationofholesdoors, chaukhats nosing. 104 Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer. 105 Diluting and injecting chemical emulsion for PRE-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) :Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration 106 First Class M-150 brick work in 1:6 cement and coarse sand mortar infoundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work. 107 M-150 brick work in 1:6 cement and Coarse sandmortar in superstructure including supply of all material, labour and tools and plants etc required for proper completion of work for walls of 230 mmthick 108 Same as in item no.13 but in1:4 cement and coarse sand mortar in superstructure for wall thickness 12 cms & below 109 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 plyveneering with vertical grains or cross bands and face veneers on both faces of shutters: 35 mm thick including ISI marked Stainless Steel butt hingeswith necessary screws 110 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately). Sal wood 111 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes 112 Providing and fixing bright finished brass each butt each with necessary screws etc. complete 125x85x5.5mm(heavy type) 113 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : 250x10 mm 114 Providing and fixing bright finished brass door latch with necessary screws etc. complete. 300x16x5 mm 115 Providing and fixing bright finished brass handles with screws etc. complete. 125 mm 116 Providing and fixing bright finished brass hangging type floor door stoper with necessary screws etc. compelte. 117 12mm thick plaster with cement mortar consisting of 1 part cement and6 part of approvedsand mortar in 1:6 Minimum thickness not to be less than 10mm. Including supply of all materials, labour and T&P etc. required for proper completion of work. 118 12mm thick plaster with cement mortar consisting of 1 part cement and6 part of approvedsand mortar in 1:6 Minimum thickness not to be less than 10mm. Including supply of all materials, labour and T&P etc. required for proper completion of work. 119 12 mm cement plaster 1:3( 1 cement: 3 coarse sand)finished with a floating coat of near cement 120 Add for plaster drip course/groove in plastered surface or moulding to R.C.C. projections.. 121 Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers. 122 Cement concrete flooring 1:2:4(1 cement:2 coarse:sand:4 graded stone agregate) finished with a floating coat of neat cement including cement slurry, etc. but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate 123 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matchingpigment etc, complete. 124 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of stepsand dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 125 Finishing walls with textured exterior paint of requiredshade : New work (Two or more coats applied @3.28 ltr/ 10 sqm) over and including primingcoat of exterior primer applied @ 2.20 kg/ 10sqm 126 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufactures specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work 127 Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, toachieve even shade and colour.Two coats 128 French spirit polishing:Two or more coats on works including a coat of wood filler. 129 Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying: (a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. (d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately. For the purpose of measurement the entire treated surface will be measured 130 Providing and laying pressed clay tiles (as per approved pattern 20 mm nominal thickness of approved size) on roofs jointed with cement mortar 1:4 (1 cement : 4 coarse sand) mixed with 2% integral water proofing compound, laid over a bed of 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) and finished neat complete. 131 Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). Medium shade pigment using 50% white cement 50% Grey cement 132 Providing and fixing carbon steel galvanised ( minimum coating 5 micron) dash fastener of 10 mm dia double threaded 6.8 grade (yield strength 480 N/mm2), counter sunk head, comprising of 10 mm dia polyamide PA 6 grade sleeve, including drilling of hole in frame , concrete/ masonry, etc. as per direction of Engineer-in-charge.10 x 60 mm 133 Providing and fixing red sand stone brackets 55x22.5x45 cm sunk and moulded including providing and fixing with 4 Nos gun metal cramp 25x6 mm 30 cm long 134 SCHEDULEOFQUANTITIESFORELECTRICALINSTALLATIONS 135 WIRING POINTS AND SUBMAINS 136 Point wiring in PVC Conduit 137 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. Group C 138 Power plug wiring in PVC conduit (2 x 4 sqmm.) :- 139 Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. 140 Circuit / Sub main wiring in PVC conduit :- 141 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 142 2 x 1.5 sq.mm. + 1 x 1.5 sq.mm. Earth wire 143 2 x 6 sq.mm. + 1 x 6 sq.mm. Earth wire 144 4 x 6 sq.mm. + 2 x 6 sq.mm. Earth wire 145 4 X 10 sq. mm + 2 X 6 sq. mm earth wire 146 4 X 16 sq. mm + 2 X 6 sq. mm earth wire 147 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required 148 20 mm. 149 25 mm. 150 32 mm. 151 S/F light plug point modular type accessories :- 152 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required 153 S/F power plug point modular type accessories :- 154 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required. 155 S/F modular type blanking plate :- 156 Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. 157 DISTRIBUTIONBOARDS,MCBs, MCCBsANDSFUs 158 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 4 way (4 + 12), Double door, horizontal type 159 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required single pole 160 Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required 161 40 amps. 162 63 amps. 163 Supplying & fixing single pole, blanking plate in the existing MCBDBcomplete etc. as required. 164 Supplying and fixing 20 A, 415 V, TPN Industrial type socket outlet, with 4 pole and earth, metal enclosed plug top alongwith 20 A C curve, TPMCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket out let and complete with connections, testing and commissioning etc. as required. 165 G.I.EARTHING 166 Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. 167 Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) 168 Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required. 169 ERECTIONOFLIGHTINGFIXTURESANDFANS 170 Supply and fixing of LED Tube Light with batten suitable for up to 1 X 22 watt LED tube light fitting including tube on Surface complete in all respect. CAT- AAA 171 Supply and fixing of 12 Watt to 15 Watt indoor Recess mounting LED Square Fitting for Armstrong Ceiling having Powder coated die cast aluminium housing with extended heat sink, diffuser of Polycarbonate meterial and driver set complete in all respect. CAT- AAA 172 Supply and fixing of recess/ Surface/ Pendent mounting round 6 Watt 8 Watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect. CAT- AAA 173 Supply and fixing of recess mounting round 15 to 18 Watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect. CAT- AAA 174 PART (B) -- NON SCHEDULED ITEMS (AS PER MARKET RATES) 175 Providing & Fixing of modular plate type white RJ 45 CAT 6 Data outlet / information outlets ETL verified to meet or exceed TIA / EIA category 6 requirements, universal wiring label permitting to either T568A or T568B, UL listed,for computer networkingcomplete in all respect with cover plate, grid plate, screws, MS box, etc with connections as required. 1 nos. RJ 45 Data Outlet 176 Supply,installation, testing and commissioningof Main DistributionBoard suitable for upto 125 amp FP MCCB incomer and single / three phase outgoing MCBs, IP 43 protection, double metal door, factory fabricated, wall mounting type in surface / recess, powder coated, 415 V / 200 amp copper Bus Bar, earth and neutral bar, removable gland plates, cable glands including connection with outgoing feeders completeinall respect. DBs shall be original factory fabricated of approved make. The rates shall be excluding all incoming and outgoing circuit breakers. 8 Way TPN 177 PLUMBING WORKS OF TOILET BLOCK 178 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid 179 Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100mm sand cast iron P or S trap, 10 litre low level white P.V.C. flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fitting and fixtures completed including cutting and making good the walls and floors wherever required. White Vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests 180 Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:- (a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer 181 Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. 182 32 mm dia (for wash basin) 183 40 mm dia(for sink and urinal) 184 Providing & Fixing 600 X 450 mm bevelled edge mirror of superiorglass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 185 Providing & fixing viterous china toilet paper holder. 186 Providing & fixing white vitreous china water less urinal of size 600 x 330 x 315 mm having antibacterial /germs free ceramic surface, fixed with cartridge having debris catcher and hygiene seal 187 Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in-charge and finished smooth.Granite Stone of approved shade 188 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms 189 Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. 190 Providing and fixing PTMT grating of approved quality and colour. Circular type:125 mm nominal dia with 25 mm waste hole 191 SOIL WASTE & VENT PIPES AND FITTINGS 192 Providing & fixing soil, waste and vent pipes. 193 a) 100mm dia centrifugally cast iron S & S pipe. 194 b)75mm dia centrifugally cast iron S & S pipe. 195 Providing lead Caulked joints to sand cast iron/centrifugally cast (spun) iron pipes & fittings of diameters. 196 100 mm 197 75 mm 198 Providing & fixing M.S. holder bat clamps of approved design to sand cast iron/centrifugally cast (Spun) iron S & S pipe embeded in & including cement concrete blocks 10x10x10cm. of 1:2:4 mix (1 cement : 2 coarse : 4 graded stone aggregate 20mm nominal size).Including cost of cutting holes & making good the walls etc. 199 a) for 100mm dia pipe. 200 b) for 75mm dia pipe. 201 Providing & fixingcast iron coller. 202 a) 100mm dia. 203 b)75mm dia. 204 Providing & fixing upvc SWR bend confirming to IS -14735 110mm dia 205 Providing and fixing bend of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete. 206 a) 100mm 207 b) 75mm 208 Providing and fixing centrifugaly cast iron single equal plain junction of required degree. 209 100x100x100mm 210 75x75x75mm 211 Providing and fixingcast iron terminal guard. 212 100 mm 213 75 mm 214 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 110 mm diameter 215 WATER SUPPLY PIPES AND FITTINGS 216 Providing and fixingGI pipes complete with GI fittings and clamps, including cutting and making good walls etc. (internal work). 217 Internal work-Exposed on wall 218 15mm dia nominal bore 219 20mm dia nominal bore 220 25mm dia nominal bore 221 32mm dia nominal bore 222 Painting GI pipes and fittings with SYNTHETIC enamel paint over a ready mixed priming coat, both of approved quality for new work. 223 15mm dia nominal bore 224 20mm dia nominal bore 225 25mm dia nominal bore 226 32mm dia nominal bore 227 Concealed pipe including painting with anticorrosive bitumatic paint, cutting chases and making good the wall. (internal work) Exposed on wall 228 a) 15mm dia nominal outer dia pipes 229 a) 20mm dia nominal outer dia pipes 230 Providing & fixing gun metal gate valve with C.I. wheel of approvedquality (screwed end) 231 25 mm nominal bore 232 32 mm nominal bore 233 Providing and fixing ballvalve (brass) of approved quality complete. (High or low pressure with plastic floats). 25 mm nominal bore 234 Providing&fixing15 mm nominal bore45 cm long unplasticised PVC connection pipewith brass unions. 235 Providing & fixing 15 mm nominal bore CP brass bib cockof approved quality conformingtoIS 8931. 236 Providing and fixing 15 mm nominal bore C.P brass long nose bib cock of approved qualityconforming to IS standardsandweighing notlessthan 810 gms. 237 Providing & fixing 15 mm nominal bore C.P brass angle valve for basin mixer and geyser points of approved quality conformingto IS8931. 238 Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and makingnecessaryholes for inlet, outlet and overflow pipes but without fittingandbasesupportfor tank. 750 litres capacity 239 SCHEDULE OF QUANTITIES FOR EXTERNAL SEWERAGE SYSTEM - I 240 Excavating trenches by mechinical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All kinds of soil a) Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia 241 Providing, laying and joining glazed stone ware pipes grade Awith stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete. 150mm diameter 242 Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) alround S.W. Pipes including bed concrete as per standard design. 150mm diameter 243 Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg). With FPS bricks of class designation 75 (i) For Sewer Line 244 Providing and fixing square mouthS. W. Gully trapgrade `A complete with C.I. gratingbrickmasonry chamber with F.P.S bricks and water tight CI cover with frame of 300 x 300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design. 180 x 150 mm. size P type 245 Providing orange colour safety foot rest of minimum 6mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS: 1786 having minimum cross section as 23 mm x25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruded legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacturess permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) complete as per design. 246 Non Schulded Items 247 Supplying and fixing & Fixing Handicapped Toilet Accessories installation in grade 304 stainless steel, 2.0 mm wall thickness(Make Ozone/ Dorma/ Kitch). 248 Providing & Fixing Lift-up Support Rail 249 (L=600mm Ø35mm White) 250 Providing & Fixing Support Rail 251 (L=600mm Ø35mm White) 252 Providing & Fixing Bathroom Handrail 253 (L=300mm White) 254 Providing & Fixing Handrail 255 (L=600mm White) 256 Providing & Fixing Door Handle 257 (L=500mm White) 258 PROPOSED SHOPS WITH CANTEEN 259 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and alllift , as directed by Engineer-in-charge. All kinds of soil 260 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 261 Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 8km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. 262 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) 263 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairingstrength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; Concrete of M25 grade with minimum cement content of 330 kg /cum 264 All Work Up to Plinth Level in M-25 265 All Work Above Plinth Level in M-25 266 Providing centering & shuttering including strutting, propping etc. & removal of form including all materials, labour and T & P etc. required for proper completion of work all complete 267 Foundations, footings, bases of columns, etc. for massconcrete 268 Columns, Pillars, Piers, Abutments, Posts and Struts 269 Lintels, beams, plinth beams, girders, bressumers and cantilevers 270 Suspended floors, roofs, landings, balconies and access platform 271 Reinforcement for R.C.C. workincluding straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars TMTC-500- 272 Diluting and injecting chemical emulsion for POST CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos E.C. 20% with 1% concentration 273 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) 274 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand) 275 15 mm cement plaster on rough side of single or half brick wall of mix: 1:6(1 cement: 6 coarse sand) 276 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) 277 12 mm cement plaster 1:3( 1 cement: 3 coarse sand)finished with a floating coat of near cement 278 Cement concrete flooring 1:2:4(1 cement:2 coarse:sand:4 graded stone agregate) finished with a floating coat of neat cement including cement slurry, etc. but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate 279 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick 280 Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/ 10 sqm) over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm 281 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturers specification. Two or more coats on new work 282 Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying: (a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. (d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately. For the purpose of measurement the entire treated surface will be measured 283 Providing and laying pressed clay tiles (as per approved pattern 20 mm nominal thickness of approved size) on roofs jointed with cement mortar 1:4 (1 cement : 4 coarse sand) mixed with 2% integral water proofing compound, laid over a bed of 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) and finished neat complete. 284 Providing and fixing red sand stone brackets 55x22.5x45 cm sunk and moulded including providing and fixing with 4 Nos gun metal cramp 25x6 mm 30 cm long 285 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately).Second class teak wood 286 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 287 Providing and fixing carbon steel galvanised ( minimum coating 5 micron) dash fastener of 10 mm dia double threaded 6.8 grade (yield strength 480 N/mm2), counter sunk head, comprising of 10 mm dia polyamide PA 6 grade sleeve, including drilling of hole in frame , concrete/ masonry, etc. as per direction of Engineer-in-charge. 288 Frame anchor HRD-C 10x140 289 Frame anchor HRD-C 10x120 290 Providing and fixing glazed shutters for doors, windows and clerestory windows using 5 mm thick float glass panes, including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws. Second class teak wood35 mm thick 291 Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. 292 Providing and fixing bright finished brass door latch with necessary screws etc. complete : 250x16x5 mm 293 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : 294 (a) 250 mm x 10mm 295 (a) 200 mm x 10mm 296 Providing and fixing bright finished brass handles with screws etc. complete:125 mm 297 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete Fixed to openings /wooden frames with rawl plugs screws etc. 298 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications :Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture 299 French spirit polishing :Two or more coats on new works including a coat of wood filler 300 SCHEDULEOF QUANTITIES FOR ELECTRICAL INSTALLATIONS WIRING POINTS AND SUBMAINS Point wiring in PVC Conduit 301 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. Group C 302 Power plug wiring in PVC conduit (2 x 4 sqmm.) :- Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. 303 Circuit / Sub main wiring in PVC conduit :- 304 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 305 2 x 1.5 sq.mm. + 1 x 1.5 sq.mm. Earth wire 306 2 x 6 sq.mm. + 1 x 6 sq.mm. Earth wire 307 4 x 6 sq.mm. + 2 x 6 sq.mm. Earth wire 308 4 X 10 sq. mm + 2 X 6 sq. mm earth wire 309 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required 310 20 mm. 311 25 mm. 312 32 mm. 313 S/F light plug point modular type accessories :- 314 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required 315 S/F power plug point modular type accessories :-Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required. 316 S/F modular type electronic fan regulator :- Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. 317 S/F modular type blanking plate :- Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. 318 S/F MODULAR BOXES, BASE & COVER PLATE :- 319 Supplying and fixing following size / modules, GI box along with modular base & cover plate for modular switches inrecessetc as required 1 or 2 Module (75 mm x 75 mm) 320 DISTRIBUTIONBOARDS,MCBs, MCCBsANDSFUs 321 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 4 way (4 + 12), Double door, horizontal type 322 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required single pole 323 Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required 324 40 amps. 325 63 amps. 326 Supplying & fixing single pole, blanking plate in the existing MCBDBcomplete etc. as required. 327 Supplying and fixing 20 A, 415 V, TPN Industrial type socket outlet, with 4 pole and earth, metal enclosed plug top alongwith 20 A C curve, TPMCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket out let and complete with connections, testing and commissioning etc. as required. 328 G.I.EARTHING 329 Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. 330 Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) 331 Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required. 332 ERECTIONOFLIGHTINGFIXTURESANDFANS 333 Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover on the fan box etc. as required. 334 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. Upto 450 mm sweep 335 Supply and fixing of LED Tube Light with batten suitable for up to 1 X 22 watt LED tube light fitting including tube on Surface complete in all respect. CAT- AAA 336 Supply and fixing of 12 Watt to 15 Watt indoor Recess mounting LED Square Fitting for Armstrong Ceiling having Powder coated die cast aluminium housing with extended heat sink, diffuser of Polycarbonate meterial and driver set complete in all respect. CAT- AAA 337 Supply and fixing of recess/ Surface/ Pendent mounting round 6 Watt 8 Watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect. CAT- AAA 338 Supply and fixing of recess mounting round 15 to 18 Watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect. CAT- AAA 339 PART (B) -- NON SCHEDULED ITEMS (AS PER MARKET RATES) 340 Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CMM/W) minimum 6.85, Air delivery minimum 215 CMM, 350 RPM (tolerance as per IS : 374- 2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperaturerise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required. 1200 mm sweep 341 Supply of AC230/250 volts, 50 HZ exhaust fansincluding providingnuts, bolts, mounting frame and other accessories etc.complete 300 mm sweep 900 rpm 342 Supply,installation, testing and commissioningof Main DistributionBoard suitable for upto 125 amp FP MCCB incomer and single / three phase outgoing MCBs, IP 43 protection, double metal door, factory fabricated, wall mounting type in surface / recess, powder coated, 415 V / 200 amp copper Bus Bar, earth and neutral bar, removable gland plates, cable glands including connection with outgoing feeders completeinall respect. DBs shall be original factory fabricated of approved make. The rates shall be excluding all incoming and outgoing circuit breakers. 8 Way TPN 343 CONSTRUCTION OF SHOPS- ( 02 NO.) 344 EARTH WORK 345 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil 346 Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. 347 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 348 ANTI TERMITE WORK 349 Diluting and injecting chemical emulsion for PRE-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor:With Chlorpyriphos/Lindane E.C. 20% with 1% concentration 350 P.C.C. WORK 351 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from naturalsources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 352 R.C.C. WORK 353 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, PortlandPozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairingstrength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; Concrete of M25 grade with minimum cement content of 330 kg /cum 354 All works upto plinth level 355 All works above plinth level upto floor V level 356 Providing centering & shuttering including strutting, propping etc. & removal of form including all materials, labour and T & P etc. required for proper completion of work all complete 357 Foundations, footings, bases of columns, etc. for massconcrete 358 Columns, Pillars, Piers, Abutments, Posts and Struts 359 Lintels, beams, plinth beams, girders, bressumers and cantilevers 360 Suspended floors, roofs, landings, balconies and access platform 361 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars of grade Fe-500D or more. 362 BRICK WORK 363 Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) 364 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand) 365 FINISHING WORK 366 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) 367 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) 368 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 369 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm 370 Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm 371 DOOR & WINDOW WORK 372 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs ordash fastener shall be paid for separately).Second class teak wood 373 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 374 Providing and fixing carbon steel galvanised ( minimum coating 5 micron) dash fastener of 10 mm dia double threaded 6.8 grade (yield strength 480 N/mm2), counter sunk head, comprising of 10 mm dia polyamide PA 6 grade sleeve, including drilling of hole in frame , concrete/ masonry, etc. as per direction of Engineer-in-charge. 375 Frame anchor HRD-C 10x140 376 Frame anchor HRD-C 10x120 377 Providing and fixing glazed shutters for doors, windows and clerestory windows using 5 mm thick float glass panes, including ISI marked M.S. pressed butt hinges bright finished of required size with necessaryscrews. Second class teak wood35 mm thick 378 Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. 379 Providing and fixing bright finished brass door latch with necessary screws etc. complete : 250x16x5 mm 380 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : 381 (a) 250 mm x 10mm 382 (a) 200 mm x 10mm 383 Providing and fixing bright finished brass handles with screws etc. complete:125 mm 384 Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. 385 French spirit polishing :Two or more coats on new works including a coat of wood filler 386 FLOORING WORK 387 40 mm thick rubbed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints 3 mm thick, side buttered with cement mortar 1:2 (1 cement : 2 stone dust) admixed with pigment to match the shade of stone and pointing with same mortar.Red sand stone 388 MISSLENIOUS WORK 389 Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: a) Applying aslurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineerin- Charge : With average thickness of 120 mm and minimum thickness at khurra as 65 mm. 390 ELECTRICALINSTALLATIONS 391 WIRING POINTS AND SUBMAINS 392 Point wiring in PVC Conduit 393 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. Group C 394 Power plug wiring in PVC conduit (2 x 4 sqmm.) :- 395 Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. 396 Circuit / Sub main wiring in PVC conduit :- 397 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 398 2 x 1.5 sq.mm. + 1 x 1.5 sq.mm. Earth wire 399 2 x 6 sq.mm. + 1 x 6 sq.mm. Earth wire 400 4 x 6 sq.mm. + 2 x 6 sq.mm. Earth wire 401 4 X 10 sq. mm + 2 X 6 sq. mm earth wire 402 4 X 16 sq. mm + 2 X 6 sq. mm earth wire 403 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required 404 20 mm. 405 25 mm. 406 32 mm. 407 S/F light plug point modular type accessories :- 408 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required 409 S/F power plug point modular type accessories :- Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required. 410 S/F modular type electronic fan regulator :- Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. 411 S/F modular type blanking plate :- Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. 412 TELEPHONE, TELEVISION AND DATA NETWORK 413 TELEPHONE WIRING IN EXISTING CONDUIT :- 414 Supplying and drawing following pair 0.5 mm dia FRLS PVC insulated annealed copper conductor, unarmored telephone cable in the existing surface/ recessed steel/ PVC conduit as required 2 Pair 415 S/F MODULAR BOXES, BASE & COVER PLATE :- 416 Supplying and fixing following size / modules, GI box along with modular base & cover plate for modular switches inrecessetc as required 1 or 2 Module (75 mm x 75 mm) 417 S/F MODULAR TYPE SWITCH / SOCKET :- 418 Supplying and fixing following modular switch / socket on the existing modular plate & switch box including connections but excluding modular plate etc as required Telephone Socket outlet 419 DISTRIBUTIONBOARDS,MCBs, MCCBsANDSFUs 420 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 421 4 way (4 + 12), Double door, horizontal type 422 6 way (4 + 18), Double door, horizontal type 423 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required single pole 424 Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required 425 40 amps. 426 63 amps. 427 Supplying & fixing single pole, blanking plate in the existing MCBDBcomplete etc. as required. 428 Supplying and fixing 20 A, 415 V, TPN Industrial type socket outlet, with 4 pole and earth, metal enclosed plug top alongwith 20 A C curve, TPMCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket out let and complete with connections, testing and commissioning etc. as required. 429 G.I.EARTHING 430 Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. 431 Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) 432 Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required. 433 ERECTIONOFLIGHTINGFIXTURESANDFANS 434 Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover on the fan box etc. as required. 435 Supply and fixing of LED Tube Light with batten suitable for up to 1 X 22 watt LED tube light fitting including tube on Surface complete in all respect. CAT- AAA 436 Supply and fixing of 12 Watt to 15 Watt indoor Recess mounting LED Square Fitting for Armstrong Ceiling having Powder coated die cast aluminium housing with extended heat sink, diffuser of Polycarbonate meterial and driver set complete in all respect. CAT- AAA 437 Supply and fixing of recess/ Surface/ Pendent mounting round 6 Watt 8 Watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect. CAT- AAA 438 Supply and fixing of recess mounting round 15 to 18 Watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect. CAT- AAA 439 PART (B) -- NON SCHEDULED ITEMS (AS PER MARKET RATES) 440 Providing & Fixing of modular plate type white RJ 45 CAT 6 Data outlet / information outlets ETL verified to meet or exceed TIA / EIA category 6 requirements, universal wiring label permitting to either T568A or T568B, UL listed,for computer networkingcomplete in all respect with cover plate, grid plate, screws, MS box, etc with connections as required. 1 nos. RJ 45 Data Outlet 441 Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CMM/W) minimum 6.85, Air delivery minimum 215 CMM, 350 RPM (tolerance as per IS : 374- 2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required. 1200 mm sweep 442 Supply,installation, testing and commissioningof Main DistributionBoard suitable for upto 125 amp FP MCCB incomer and single / three phase outgoing MCBs, IP 43 protection, double metal door, factory fabricated, wall mounting type in surface / recess, powder coated, 415 V / 200 amp copper Bus Bar, earth and neutral bar, removable gland plates, cable glands including connection with outgoing feeders completeinall respect. DBs shall be original factory fabricated of approved make. The rates shall be excluding all incoming and outgoing circuit breakers. 8 Way TPN 443 PROPOSED CONSTRUCTION OF SHOPS 444 SOIL WASTE & VENT PIPES AND FITTINGS 445 Providing & fixing M.S. holder bat clamps of approved design to sand cast iron/centrifugally cast (Spun) iron S & S pipe embeded in & including cement concrete blocks 10x10x10cm. of 1:2:4 mix (1 cement : 2 coarse : 4 graded stone aggregate 20mm nominal size).Including cost of cutting holes & making good the walls etc. a) for 100mm dia pipe. 446 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 447 TOURIST SHELTER 448 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil 449 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 450 Diluting and injecting chemical emulsion for PRE-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor:With Chlorpyriphos/Lindane E.C. 20% with 1% concentration 451 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 452 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 453 Providing and fixing formwork I/c centering, shuttering, strutting, staging, propping bracing etc. completed including its removal for : 454 Foundation, Footing, base of columns and plinth beam in any shape and size upto plinth level. 455 Columns, Pillars, Piers, Abutments, Posts and Struts 456 lintel beam, slab beam, main slab,chajja, septik tank, staircase waist slab 457 Suspended floors, roofs, landings, balconies and access platform. with water proof ply 12 mm thick 458 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum 459 All works up to Plinth level. 460 All works AbovePlinth level & upto Floor V Level 461 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all completeThermo-Mechanically Treated bars of grade Fe-500D or more. 462 Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: Cement Mortar 1:6 (1 cement : 6 coarse sand) 463 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. Cement mortar 1:3 (1 cement :3 coarse sand) 464 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) 465 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) 466 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) 467 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately).Second class teak wood 468 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 469 Providing and fixing carbon steel galvanised ( minimum coating 5 micron) dash fastener of 10 mm dia double threaded 6.8 grade (yield strength 480 N/mm2), counter sunk head, comprising of 10 mm dia polyamide PA 6 grade sleeve, including drilling of hole in frame , concrete/ masonry, etc. as per direction of Engineer-in-charge. 470 Frame anchor HRD-C 10x140 471 Frame anchor HRD-C 10x120 472 Frame anchor HRD-C 10x120 473 Providing and fixing double glazed hermetically sealed glazing in aluminium windows, ventilators and partition etc. with 6 mm thick clear float glass both side, having 12 mm air gap, including providing EPDM gasket, perforated aluminium spacers, desiccants, sealant (Both primary and secondary sealant) etc. as per specifications, drawings and direction of Engineer-in-charge complete 474 French spirit polishing :Two or more coats on new works including a coat of wood filler 475 Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. 476 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two or more coats) over and including water thinnable priming coat with cement primer 477 Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm 478 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 479 Providing and fixing aluminium sliding door bolts, ISI marked anodised anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : 250x16 mm 480 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 200x10 mm 481 Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 125 mm 482 Cement concrete flooring with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm) finished with a floating coat of neat cement..(40mm th.) 483 Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement: 4 Coarse sand), jointing with grey cement slurry @ 3.3kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. IN : toilet Block 484 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 485 Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm 486 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick 487 Providing and fixing stainless steel ( Grade 304) railing (Make OZONE /Jindal/ JC Decaux or Equvellent) height 900 mm made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, including fixing accessories such as nuts, bolts, Plats & fasteners (Make Hilti / Bosch/ Power or Equvellent) huse anchor etc. all complete in direction engineer in charge. 488 Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineerin- Charge : With average thickness of 120 mm and minimum thickness at khurra as 65 mm. 489 Providing and fixing factory made UPVC glazed/wire mess window/ doors comprising of mullion/coupler mesh (where windows/doors ev ever required) comprising of extruded lead 4free uPVCprofiles having mintmum wall thickness of 1.70 mm for series R1 and R2 profiles and 2.10mm for Serles R3 and R4 profilles conforming to EN: 12608 in any shape, colour and designduly relnforced with galvanized mild steel section made of required shape & size as perCPWD Specification, uPVC extruded glazing beads, interlocks and Inline sash adaptor (whereever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fastenersof minimum 8 mm dia with countersunk head, comprising of matching polyamide PA6 gradesleeve for fixing frame to finished wall as per IS 1367: Part 1 to 14, plastic packers, plasticcaps and necessary stainless steel screws etc. Profile of frame, sash & mullion (if required)shall be mitred cut and fusion welded/mechanically jointed duly sealed at all corners, includingdrilling of holes for fixing hardware and drainage of water etc. After fixing frame the gapbetween frame and adjacent finished wall shall be filled with weather proof silicon sealant overbacker rod of approved size and quality, all complete as per approved drawing conformingto CP₩D specification & direction of Engineer-in-Charge._ Section of steel reinforcementand cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge.Wire mesh 1 Glazing of plain/ toughened/ laminated/ double glass unit with / without highperformance coatings as per design requirements and conforming to IS: 3548 & IS: 16231shall be paid separately. Note:-Structural design proofcheckedfromaGovernmentEngineering Institute, to be provided by the manufacturer for : (i) Sites with basic wind speed > 45 mlsec as Using R3 series with frame (55mm & above ) x (45mm & above) & sash /mullion (55mm &above) x (65mm & above). 490 PLUMBING WORKS 491 Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete. water closet of size 780x370x690 mm 492 Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:- (Make Toto/ Kohlar/ Grohe) 493 (a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer 494 Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. 495 32 mm dia (for wash basin) 496 40 mm dia(for sink and urinal) 497 Providing & fixing stainless steel AISI 304 (18/8) kitchen sink with drain board as per IS :13983 with C.I. bracketsandstainless steel plug 40 mm including painting of fittings and brackets cutting and making good the walls wherever required.510x1040 mm bowl depth 200 mm 498 Providing & Fixing 600 X 450 mm bevelled edge mirror of superiorglass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 499 Providing & fixing viterous china toilet paper holder. 500 Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in-charge and finished smooth.Granite Stone of approved shade 501 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms 502 Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. 503 Providing and fixing PTMT grating of approved quality and colour. Circular type:125 mm nominal dia with 25 mm waste hole 504 SOIL WASTE & VENT PIPES AND FITTINGS 505 Providing & fixing soil, waste and vent pipes. 506 a) 100mm dia centrifugally cast iron S & S pipe. 507 b)75mm dia centrifugally cast iron S & S pipe. 508 Providing lead Caulked joints to sand cast iron/centrifugally cast (spun) iron pipes & fittings of diameters. 509 100 mm 510 75 mm 511 Providing & fixing M.S. holder bat clamps of approved design to sand cast iron/centrifugally cast (Spun) iron S & S pipe embeded in & including cement concrete blocks 10x10x10cm. of 1:2:4 mix (1 cement : 2 coarse : 4 graded stone aggregate 20mm nominal size).Including cost of cutting holes & making good the walls etc. 512 a) for 100mm dia pipe. 513 b) for 75mm dia pipe. 514 Providing & fixingcast iron coller. 515 a) 100mm dia. 516 b)75mm dia. 517 Providing & fixing upvc SWR bend confirming to IS -14735 110mm dia 518 Providing and fixing bend of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete. 519 a) 100mm 520 b) 75mm 521 Providing and fixing centrifugaly cast iron single equal plain junction of required degree. 522 100x100x100mm 523 75x75x75mm 524 Providing and fixingcast iron terminal guard. 525 100 mm 526 75 mm 527 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 528 WATER SUPPLY PIPES AND FITTINGS 529 Providing and fixingGI pipes complete with GI fittings and clamps, including cutting and making good walls etc. (internal work). 530 Internal work-Exposed on wall 531 15mm dia nominal bore 532 20mm dia nominal bore 533 25mm dia nominal bore 534 32mm dia nominal bore 535 Painting GI pipes and fittings with SYNTHETIC enamel paint over a ready mixed priming coat, both of approved quality for new work. 536 15mm dia nominal bore 537 20mm dia nominal bore 538 25mm dia nominal bore 539 32mm dia nominal bore 540 Concealed pipe including painting with anticorrosive bitumatic paint, cutting chases and making good the wall. 541 (internal work) Exposed on wall 542 a) 15mm dia nominal outer dia pipes 543 a) 20mm dia nominal outer dia pipes 544 Providing & fixing gun metal gate valve with C.I. wheel of approvedquality (screwed end) 545 25 mm nominal bore 546 32 mm nominal bore 547 Providing and fixing ballvalve (brass) of approved quality complete. (High or low pressure with plastic floats). 548 25 mm nominal bore 549 Providing&fixing15 mm nominal bore45 cm long unplasticised PVC connection pipewith brass unions. 550 Providing & fixing 15 mm nominal bore CP brass bib cockof approved quality conformingtoIS 8931. 551 Providing and fixing 15 mm nominal bore C.P brass long nose bib cock of approved qualityconforming to IS standardsandweighing notlessthan 810 gms. 552 Providing & fixing 15 mm nominal bore C.P brass angle valve for basin mixer and geyser points of approved quality conformingto IS8931. 553 Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and makingnecessaryholes for inlet, outlet and overflow pipes but without fittingandbasesupportfor tank. 554 750 litres capacity 555 SCHEDULE OF QUANTITIES FOR EXTERNAL SEWERAGE SYSTEM - I 556 Excavating trenches in all kind of soil of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m.including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m. a) Pipes 80mm to 300mm diameter. 557 Providing, laying and joining glazed stone ware pipes grade Awith stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete. 150mm diameter 558 Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) alround S.W. Pipes including bed concrete as per standard design. 150mm diameter 559 Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg). With FPS bricks of class designation 75 (i) For Sewer Line 560 Providing and fixing square mouthS. W. Gully trapgrade `A complete with C.I. gratingbrickmasonry chamber with F.P.S bricks and water tight CI cover with frame of 300 x 300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design 180 x 150 mm. size P type 561 Providing orange colour safety foot rest of minimum 6mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS: 1786 having minimum cross section as 23 mm x25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruded legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacturess permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) complete as per design. 562 ELECTRICALINSTALLATIONS 563 WIRING POINTS AND SUBMAINS 564 Point wiring in PVC Conduit 565 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. Group C 566 Power plug wiring in PVC conduit (2 x 4 sqmm.) :- Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. 567 Circuit / Sub main wiring in PVC conduit :- 568 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 569 2 x 1.5 sq.mm. + 1 x 1.5 sq.mm. Earth wire 570 2 x 6 sq.mm. + 1 x 6 sq.mm. Earth wire 571 4 x 6 sq.mm. + 2 x 6 sq.mm. Earth wire 572 4 X 10 sq. mm + 2 X 6 sq. mm earth wire 573 4 X 16 sq. mm + 2 X 6 sq. mm earth wire 574 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required 575 20 mm. 576 25 mm. 577 32 mm. 578 S/F light plug point modular type accessories :- 579 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required 580 S/F power plug point modular type accessories :- 581 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required. 582 S/F modular type electronic fan regulator :- Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. 583 S/F modular type blanking plate :- Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. 584 S/F MODULAR BOXES, BASE & COVER PLATE :- 585 Supplying and fixing following size / modules, GI box along with modular base & cover plate for modular switches inrecessetc as required 1 or 2 Module (75 mm x 75 mm) 586 S/F MODULAR TYPE SWITCH / SOCKET :- 587 Supplying and fixing following modular switch / socket on the existing modular plate & switch box including connections but excluding modular plate etc as required Telephone Socket outlet 588 DISTRIBUTIONBOARDS,MCBs, MCCBsANDSFUs 589 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 590 4 way (4 + 12), Double door, horizontal type 591 6 way (4 + 18), Double door, horizontal type 592 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required single pole 593 Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required 594 40 amps. 595 63 amps. 596 Supplying & fixing single pole, blanking plate in the existing MCBDBcomplete etc. as required. 597 Supplying and fixing 20 A, 415 V, TPN Industrial type socket outlet, with 4 pole and earth, metal enclosed plug top alongwith 20 A C curve, TPMCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket out let and complete with connections, testing and commissioning etc. as required. 598 G.I.EARTHING 599 Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. 600 Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) 601 Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required. 602 ERECTIONOFLIGHTINGFIXTURESANDFANS 603 Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover on the fan box etc. as required. 604 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. Upto 450 mm sweep 605 Supply and fixing of LED Tube Light with batten suitable for up to 1 X 22 watt LED tube light fitting including tube on Surface complete in all respect. CAT- AAA 606 Supply and fixing of 12 Watt to 15 Watt indoor Recess mounting LED Square Fitting for Armstrong Ceiling having Powder coated die cast aluminium housing with extended heat sink, diffuser of Polycarbonate meterial and driver set complete in all respect. CAT- AAA 607 Supply and fixing of recess/ Surface/ Pendent mounting round 6 Watt 8 Watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect. CAT- AAA 608 Supply and fixing of recess mounting round 15 to 18 Watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect. CAT- AAA 609 PART (B) -- NON SCHEDULED ITEMS (AS PER MARKET RATES) 610 Providing & Fixing of modular plate type white RJ 45 CAT 6 Data outlet / information outlets ETL verified to meet or exceed TIA / EIA category 6 requirements, universal wiring label permitting to either T568A or T568B, UL listed,for computer networkingcomplete in all respect with cover plate, grid plate, screws, MS box, etc with connections as required. 1 nos. RJ 45 Data Outlet 611 Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CMM/W) minimum 6.85, Air delivery minimum 215 CMM, 350 RPM (tolerance as per IS : 374- 2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperaturerise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required. (Make : Bajaj / Crompton / Havells) 1200 mm sweep 612 Supply of AC230/250 volts, 50 HZ exhaust fansincluding providingnuts, bolts, mounting frame and other accessories etc.complete (Make : Bajaj / Crompton / Havells) 300 mm sweep 900 rpm 613 GST Extra as per applicable
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Uttar Pradesh View Result →
35.
Housing Urban and Rular Development #9450607 Technical Bid
Tender For Construction Of District I.P.H.L. In Bhadohi, 1 Construction of District I.P.H.L. in Bhadohi 2 (Civil work) 3 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge. 4 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. 5 Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 5 km, also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc., complete. 6 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 7 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources). 8 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 9 Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti- termite treatment (excluding the cost of chemical emulsion) : 10 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration. 11 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources). 12 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources). 13 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources). 14 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 15 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 16 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 17 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 18 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 19 Cement mortar 1:6 (1 cement : 6 coarse sand) 20 Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources). 21 Providing and applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. 22 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : 23 Cement mortar 1:6 (1 cement : 6 coarse sand) 24 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. 25 Cement mortar 1:4 (1 cement :4 coarse sand) 26 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 27 Thermo-Mechanically Treated bars of grade Fe-500D or more. 28 15 mm cement plaster on rough side of single or half brick wall of mix : 29 1:4 (1 cement: 4 coarse sand) 30 15 mm cement plaster on rough side of single or half brick wall of mix : 31 1:6 (1 cement: 6 coarse sand) 32 12 mm cement plaster of mix : 33 1:6 (1 cement: 6 coarse sand) 34 Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections 35 Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08%and conforming to IS : 15622 , of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand) jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete. 36 Size of Tile 600x600 mm 37 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size,approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. 38 Granite stone slab colour black, Cherry/Ruby red 39 Area of slab over 0.50 sqm 40 Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. 41 Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08%and conforming to IS : 15622 , of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand) jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete. 42 Size of Tile 600x600 mm 43 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation leveling & dressing & finishing the top smooth. 44 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 45 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 46 Extra for cutting rebate in flush door shutters (Total area of the shutter to be measured). 47 Providing and fixing factory made uPVC white colour casement/casement cum fixed glazed windows comprising of uPVC multi-chambered frame, sash and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriate dimension, EPDM gasket, stainless steel (SS 304 grade) friction hinges, zinc alloy (white powder coated) casement handles, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardwares and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealant shall be paid separately). Variation in profile dimensionin higher side shall be accepted but no extra payment on this account shall be made. 48 Using R2 series with frame (70mm & above) x (40mm & above) & both glazed and fly screen sash (25mm & above) x (50mm & above) with zinc alloy (zamak) powder coated touch locks with hook. (Height upto 1.2 meter). 49 Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineer-in-charge 50 Extruded section profile size 48x40 mm 51 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer, of required shade and colour all complete : 52 New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre 53 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade 54 New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) 55 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer, of required shade and colour all complete : 56 New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre 57 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 58 Providing and laying four courses water proofing treatment with bitumen felt over roofs consisting of first and third courses of blown bitumen 85/25 or 90/15 conforming to IS : 702 applied hot @ 1.45 Kg per square metre of area for each course, second course of roofing felt type 3 grade-I (hessian based self finished bitumen felt) and fourth and final course of stone grit 6 mm and down size or pea sized gravel spread at 6 cubic decimeter per square metre, including preparation of surface but excluding grading complete with : 59 Bitumen felt (hessian base) type 3 grade I conforming to IS : 1322 60 Single rubber stopper 61 Providing and fixing aluminium sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete : 62 250x16 mm 63 Providing and fixing aluminium tower bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade with necessary screws etc. complete : 64 250x10 mm 65 200x10 mm 66 Providing and fixing aluminium handles ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete : 67 125 mm 68 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows all complete with : 69 4.0 mm thick glass panes. 70 Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of main T runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross T of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main T at 600 mm center to center to form a grid of 1200x600 mm and secondary cross T of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. 71 GI Metal Ceiling Lay in perforated Tegular edge global white color tiles of size 595x595 mm and 0.5 mm thick with 8 mm drop; made of GI sheet having galvanizing of 100 gms/sqm (both sides inclusive) and 20% perforation area with 1.8 mm dia holes and having NRC (Noise Reduction Coefficient ) of 0.5, electro statically polyester powder coated of thickness60 microns (minimum), including factory painted after bending and perforation and backed with a black Glass fiber acoustical fleece. 72 Aluminium Partition 73 Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspectionof work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer-in-charge. The elevational area of the scaffolding shall be measured for payment purpose. The payment shall be made once irrespective of duration of scaffolding.Note: - This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done. 74 Centering and shuttering including strutting, propping etc. and removal of form for : 75 Foundations, footings, bases of columns, etc. for mass concrete 76 Suspended floors, roofs, landings, balconies and access platform 77 Lintels, beams, plinth beams, girders, bressumers and cantilevers 78 Columns, Pillars, Piers, Abutments, Posts and Struts 79 PLUMBING WORKS 80 SUB HEAD - I - (SANITARY FIXTURES & C.P. BRASS FITTING) 81 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required 82 W.C. pan with ISI marked white solid plastic seat and lid 83 Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge. 84 Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4(1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in-charge and finished smooth. 85 White Agaria Marble Stone 86 Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:- 87 White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer 88 Providing and fixing Stainless Steel AISI 304(18/8) kitchen sink as per IS : 13983 with C.I. brackets and stainless steel plug 40mm including painting of fittings and brackets, cutting and making good the walls wherrerever required. 89 Kitchen sink with drain board 90 510x1040 mm bowl depth 250mm 91 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. 92 Semi rigid pipe 93 40 mm dia 94 Providing and fixing uplasticised PVC connection pipe with brass unions : 95 30 cm length 96 15 mm nominal bore 97 45 cm length 98 15 mm nominal bore 99 Providing and fixing CP Brass 32mm/40mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. 100 Providing and fixing toilet paper holder. 101 C.P. brass 102 Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. 103 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms. 104 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 105 15 mm nominal bore 106 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards andweighing not less than 690 gms. 15 mm nominal bore 107 15 mm nominal bore 108 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS: 8931. 109 15 mm nominal bore 110 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 111 15 mm nominal bore 112 Providing & fixing C.P. hand spray with lever control (health faucet) and flexible hose 1 m long connection with C.P. holder for hand spray complete in all respects. (Angle valve to be provide under item no. 18 and measure with that item.) 113 SUB HEAD - II - (SOIL, WASTE, RAIN WATER AND VENT PIPES) 114 RAIN WATER DRAINAGE WORK 115 Providing and fixing on wall face unplasticised-Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for thermal expansion. 116 110 mm 117 Providing and fixing on wall face unplasticised PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592Type A including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion. 118 Coupler 119 110 mm 120 Bend 87.5 degree 121 110 mm Bend 122 Shoe (Plain) 123 110 mm Shoe 124 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. 125 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over PVC sheet 1m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement,punning,rounding the edges and making and finishing the outlet complete. 126 Providing and fixing M.S. holder bat clamps of approved design to C.I. or S.C.I. rain water pipes embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and cost of cutting holes and making good the walls etc. : 127 110mm dia pipe. 128 UPVC SWR SOIL, WASTE & VENT PIPES AND FITTINGS 129 Providing, fixing, jointing and testing,uPVCSWR pipes, - type B conforming to IS : 13592to wall, ceiling and floor, approved quality, complete, for soil, waste & rain water drain including pushfit jointing with seal ring. (i) Single socketed pipes. 130 Internal Toilet (Soil, Waste & Rain Water Pipe) 131 110 mm dia. 132 Providing and fixing SWR PVC trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : 133 110mm x 110mmX110mm 134 Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC pipes including jointing with seal ring leaving 10 mm gap for thermal expansion. 135 Bend without door (87.5°) 136 110mm 137 Bend without door (45°) 138 110mm 139 Y Fitting without door 140 110mm 141 Single Tee without door 142 110 mm 143 Coupler 144 110mm 145 Vent Cowl 146 110mm 147 Providing, fixing, jointing and testing, unplasticized PVC pipes - 10 kg/cm2 confirming to IS : 4985 to wall, ceiling and floor, approved quality, complete, for waste water drain including jointing with rubbering/solvent/solution and airtight joints, etc. 148 For Wash basin & Urinal 149 50mm dia. Pipe 150 40mm dia. Pipe (for wash basin & sunken toilet spout) 151 Elbow (90°) 152 50mm 153 40mm 154 Elbow (45°) 155 50mm 156 40mm 157 T fitting 158 50mm 159 40mm 160 Coupler 161 50mm 162 40mm 163 SUB HEAD - III - (WATER SUPPLY) 164 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. 165 Concealed work, including cutting chases and making good the walls etc. 166 15 mm dia nominal bore 167 20 mm dia nominal bore 168 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. 169 25 mm dia nominal bore 170 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc 171 Internal work - Exposed on wall / Terrace 172 20 mm dia nominal bore 173 25 mm dia nominal bore 174 32 mm dia nominal bore 175 Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality : 176 20 mm dia nominal bore 177 25 mm dia nominal bore 178 32 mm dia nominal bore 179 Providing and fixing gun metal gate valve with wheel of approved quality. 180 20mm dia nominal bore 181 25mm dia nominal bore 182 32mm dia nominal bore 183 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 184 25mm dia nominal bore 185 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 186 Domestic Tank 187 SUB HEAD - IV - (EXTERNAL PERIPHERY WORK) 188 Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : 189 All kinds of soil 190 Pipes, cables etc. exceeding 80mm dia but not exceeding 300mm. 191 Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size) upto the haunches of pipes including bed concrete as per standard design 192 150 mm.dia. RCCPipes 193 Providing and laying NonpressureNP 2 class (light duty) RCC pipe with collars jointed withstiffmixtureofcement mortar in the proportion of 1:2 (1cement : 2 finesand ) includingtestingof joints etc. complete. 194 150 mm.dia. RCCPipes 195 Providing and fixing square-mouth S.W. gully trap SP-1 complete with C.I. grating, brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design 196 150 x 100 mm size P type 197 With common burnt clay FPS (non modular) bricks of class designation 7.5 198 Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete: 199 100 mm diameter 200 Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design. 201 Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg). 202 With common burnt clay FPS (non modular) bricks of class designation 7.5 203 Providing orange colour safety footrests of minimum 6 mm thick plastic encapsulated as per IS:10910 on 12 mm dia steel bar conforming to IS:1786 having minimum cross section as 23 mm x 25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm thread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufactures permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. 204 Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :- (EXTERNAL WATER SUPPLY) 205 All kinds of soil 206 Pipes, cables etc, not exceeding 80 mm dia. 207 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 208 25 mm dia nominal bore 209 Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality :- 210 Providing and filling sand of grading zone V or coarser grade alround the G.I. pipes in external work. 211 25 mm dia nominal bore 212 Providing and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc. 213 25 mm dia nominal bore 214 SUB HEAD - V - (FIRE EXTINGUISHERS) 215 Providing and fixing fire extinguisher of carbon dioxide type consisting of brand new high pressure steel cylinder bearing IS: 7285 mark and having the approval of controller of explosives Nagpur, wheel type valve bearing IS:3224 mark internal discharge tube, 1 meter long high pressure discharge hose, non conducting horn, suspension bracket, fully charged bearing IS: making fixed to wall as directed. 216 4.5kg capacity cylinder. 217 ABC type extinguisher with cylinder fully charged with 6 Kg. capacity. 218 ELECTRIFICATION 219 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with piano type switch, phenolic laminated sheet, suitable size M.S. box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc. as required. 220 Wiring for group controlled (looped) light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed midium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 221 Wiring for light/ Power plug with 2X4 sq. mm FRLS PVC insuleted copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1Nos. 4 sq.mm FRLS PVC insulated copper conductor single core cable for loop earthingas required. 222 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required 223 2 x 2.5 sq.mm. + 1 x 2.5 sq.mm. earth wire 224 2 x 6 sq.mm. + 1 x 6 sq.mm. earth wire 225 2 x 10 sq.mm. + 1 x 6 sq.mm. earth wire 226 4 x 6 sq.mm. + 2 x 6 sq.mm. earth wire 227 4 x 10 sq.mm. + 2 x 6 sq.mm. earth wire 228 4 x 16 sq.mm. + 2 x 6 sq.mm. earth wire 229 Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. 230 Supplying and fixing following modular switch / socket on existing modular plate and switch box including connections but excluding modular plate etc as required. 231 5/6 amps switch 232 15/16 amp switch 233 3 pin 5/6 amp socket outlet 234 6 pin 15/16 amp socket outlet 235 Telephone socket outlet 236 DATA outlet 237 Supplying & fixing suitable size GI box wih modular plate and cover in front on surface or in recess including providing and fixing 25 A modular socket outlet and 25 A modular SP MCB, C curve including connections, painting etc. as required. 238 Supplying and drawing telephone wire following pair 0.5 sqmm FR PVC insulated annealed copper conductor, unarmoured telephone cable in the existing surface/recessed steel/PVC conduit as required. 239 2 Pair 240 20 Pair 241 Supplying and drawing of UTP 4 pair CAT 6 LAN Cable in the existing surface/ recessed Steel/ PVC conduit as required. 242 2 run of cable 243 Installation, testing and commissioning of ceiling fan,including wiring the down rods of standard length (upto 30 cm) with 1.5sq. mm FRLS PVC insulated, copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover on the fan box etc. as required. 244 Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. 245 Installation of exhaust fan in the existing opening , including making good the damage, connection, testingcommissioning etc. as required. 246 (a): Up to 450mm sweep 247 Extra for fixing the louvers/ shutters complete with frame for a exhaust fan of all sizes. 248 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 249 25 mm 250 SUBHEAD II-INSTALLATION OF LIGHT FIXTURES AND FANS 251 Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CMM/W) minimum 6.85, Air delivery minimum 215 CMM, 350 RPM(tolerance as per IS : 374- 2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin,nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required. 252 1200 mm sweep ceiling fan 253 Installation ,Testing, Commissioning of wall bracket /ceiling fittings of all sizes and shapes containing upto two GLS/CFL/LED lamps per fitting, complete with all accessories including connections etc. as required. 254 Supply ofrecess/Surface mounting round 12 watt, cut out Min 125mm, Height Min 40mm, LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set, suitable for 24Hr continuous Operation,complete in all respec. 255 Supply ofrecess/Surface mounting round 8 watt, cut out Min 125mm, Height Min 40mm, LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set, suitable for 24Hr continuous Operation,complete in all respec. 256 Supply of LED Tube Light 20 watt Polycarbonate tube light complete including tube etc suitable for both surface & surface complete in all respects. 257 SUBHEAD III-DISTIBUTION BOARD 258 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 259 4 way Double door (4 + 12) 260 6 way Double door (4 + 18) 261 8 way Double door (4 + 24) 262 Supplying and fixing Cable End Box (Loose wire box)(IP 43) suitable for following triple pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with testing and commissioning etc. as required. 263 For 4 way, Double door TPN MCBDB 264 For 6 way, Double door TPN MCBDB 265 For 8 way, Double door TPN MCBDB 266 Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 267 Single pole 268 Supplying and fixing 240/415 volts, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 269 63A 4P 270 40A 4P 271 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. 272 SUBHEAD IV-EARTHING 273 Suplly and burring of safe Earthing Electrode T-39 Cu Copper Coated, Length 2000mm, outer pipe 76.3mm X 3.2 inner pipe 42.4mm X 2.6mm, terminal Dia 12mm, coating 80-100 micron filled with crystalline conductive mixture (CCM) having anti corrosive & conductive property with 50kgs activated soil (BFC) capable of reucing the soil resistivity with good mixture of retaining capacity along with 30cm square C.I. frame withhinged cover & mansonry housing.(From electrode terminal to switch board, cost of 25x3 copper strip will be extra) Make: As approved in U.P.P.W.D & C.P.R.I. all respects. 274 Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required. 275 Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing as required. 276 SUBHEAD V-CABLES 277 Supplying following 1.1kV grade, heavy duty XLPE insulated, FRLS type armoured /Unarmured cables suitable for 415V, 50Hz, AC system, with inner and outer PVC sheath, outer sheath provided with FRLS insulation, galvanised steel armouring (round or flat as mentioned) and with all components as mentioned in BOQ, specifications and schedule, complete as required. 278 3.5C x 70 sqmm aluminium conductor, A2XWY. 279 Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 kV grade as required. 280 3½ X 70 sq. mm (38mm) 281 Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on cable tray as required. 282 Above 35 sq. mm and upto 95 sq. mm(clamped with 1mm thick saddle) 283 SUBHEAD VI -MISCELLANEOUS 284 Supply, Installation, Testing and Commissioning of 250mm size PVC exhaust fan suitable for 230V, 50 Hz AC including modifying and finishing for hole/opening for the size of fan, MS louver/ shutter complete with frame for Ex.fan including its connection with 3x1.5 sq mm FRLS copper conductor wire with PVC sleeve, loop earthing, making the good damage complete as required to do the job in all respect in accordance with laid specification or upto the satisfaction of engineer in charge. 285 S/f of 30 pair Telephone Tag Block for Floors and building with Krone connectors , with connection and punching of same 286 SUBHEAD VII-MAINL. T. PANELS 287 LT PANEL 288 Design, Supply, installation, testing and commissioning of indoor/outdoor floor mounted/ wall mounted, IP43/IP65, IEC 61439/IS 8623, factory built, modular, sectionalised, compartmentalized, extendable type HT/LT cubicle panel of suitable size suitable for operation on 33/11/0.433/0.415kV, 50 Hz AC 3 phasesupply system fabricated from CRCA sheet steel of 2mm thick for frame work and covers, 3mm thick for gland plates with stiffeners wherever required, having vibration free structure chemically treated with seven tank process or better before painting for surface treatment and powder coated in approved shade, with suitable electrolytic grade high conductivity bus bars extensible, DMC/ SMC (whichever is superior) bus bar supports, with short circuit withstand capacity as mentioned ,bottom base channel of section not less than 100mmX 50mmX 5 mm thick, fabrication shall be done in transportable sections, entire panel shall have a common earth bar of required size at the rear with 2 Nos. earth stud, connections and interconnection with solid conductor wires / copper strips, neutral links, control wiring with 1.5 sqmm. & 2.5sqmm. PVC insulated FRLS copper conductor S/C cable for voltage & current respectively, including providing and fixing following switch gears as per SLD ,technical specifications etc.complete in all respect so as to fulfill all as required. 289 LT Panel 290 The minimum clearances between bus bars shall be as follows : 291 Phase to phase - minimum 20mm 292 Phase to neutral-minimum 15mm 293 Incoming : 294 1Nos200 Amp. 4P MCCB of 25kABreaking capacity 295 1Nos200 Amp. 4P ATS 296 Metering : 297 1 Set of CTs one of 250/ 5Amp ratio for Multifunction Meter 298 1 Nos. Set of Phase Indication Lamp. 299 1 Nos. of class-III Type SPD 300 Bus Bar : 301 400 Amp.TPN aluminimum bus bar of suitable length.50KA 302 Outgoing : 303 Phase indication lamps on each outgoing to be provided. 304 05 No.63 Amp 4PMCB. (10 KA) 305 02 No.40 Amp 4PMCB. (10 KA) 306 Panel described as above 307 AIR CONDITIONING 308 Direct Expansion air- conditioner with inverter technology Supply and installation of split direct expansion air conditioners suitable for operation on A/C Supply single phase 50HZ 230 Volts with hermetically sealed compressor with air cooled condenser with DC inverter technology , motor capacitor and start run capacitor , relay and over load protector internal unit , with one indor unit the condenser to avoid noise including standard length of suitable size copper tubing covered with insulation tube . (HIGH WALL CHORDED / CORDLESS ) SUITABLE CAPACITY 3 CORE SHEATHED / PVC COPPER CABLE AND A BATTERY OPERATEDWIRELESS REMOTE VOLTAS / HITACHI / SAMSUNG ETC.(2.0 TR. BEE S STAR EER 3.4) 309 V- Guard DS Ace 5540 Voltage Stablizer for up to 2 ton inverter AC with Colour Changing LED Ring and Digital Display (working Range 120-280 VAC ) (white) application inverter ACs up to 2 ton : CAPACITY 15 A COLOUR White FEATURES intelligent Time Delay System (ITDS) FOR ENSURING PROPER SAFTY NET FOR THE AC COMRESSOR , white ABS Cabinet with wall mounting facilites advanced micro-controller based design for better input voltage correction built- in thermal overload protection for preventing appliance burn out. EMI filter Enabled for suppressing electro magnetic waves and safeguard connected devices . Fail Safe Circuit Design ,Low & High Voltage Cut - Off PLUG AND SOCKET RATING 30 A BLOCK CONNECTOR CORD LENGHT (Outside ) 1.1m 3. Installation & Cartage L.S. 3800/- Rs. 310 Installation & Cartage 311 COST OF FURNITURE 312 COST OF INTERLOCKING 313 G.S.T. Extra as per Applicable
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Uttar Pradesh View Result →
36.
Housing Urban and Rular Development #9446947 Technical Bid
Tender For Proposed Construction Eco-Tourism Development Of Dhandhraul Dam, Sonbhadra District-Sonbhadra, 1 Proposed Construction Eco-Tourism Development of Dhandhraul Dam, Sonbhadra District-Sonbhadra. 2 Civil 3 Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. Ordinary rock 4 Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. 5 Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. 6 Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 kms. from the site of work and including watering, dressing etc rate to include cost of all materials labour T & P etc required for proper completion of work. 7 Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) 8 Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres / sqm of the vertical surface of the substructure to a depth of 300 mm including excavation channel along the wall & rodding etc. complete:With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration 9 Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor:With Chlorpyriphos/Lindane E.C. 20% with 1% concentration 10 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 11 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chaijjas, lintels, bands,plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing andreinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources). 12 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominalsize derived from natural sources) 13 Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :Cement mortar 1:6 (1 cement : 3 coarse sand) 14 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) 15 Providing and laying damp-proof course 25 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size). 16 Applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. 17 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in:Cement mortar 1:6 (1 cement : 6 coarse sand) 18 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level.Cement mortar 1:4 (1 cement :4 coarse sand) 19 Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like. 20 Providing and fixing specified wood frame work consisting of battens 50x25 mm fixed with rawl plug and drilling necessary holes for rawl plug etc. including priming coat complete.Kiln seasoned and chemically treated hollock wood 21 P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. 22 Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) :Raised and cut pointing 23 15mm thick plaster with cement mortar in proportion of 1:4 cement & coarse sand of 2.25 F.M. 24 15 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 6 coarse sand 25 12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or roundedangles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. (1)1 cement : 6 coarsesand. 26 12mm thick plaster in 1:3 on ceiling and soffitsof stairs upto floor two level. 27 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including pointing the joints with white cement and matching pigment etc., complete. 28 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 29 Providing and laying Vitrified tiles in different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS: 15622, of approved brand & manufacturer, in all colours and shade, in skirting, riser of steps, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS: 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).Size of Tile 600x600 mm 30 Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting andfinishing complete as per direction of Engineer-in-charge.Size of Tile 600x600 mm 31 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to |.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc.complete.Size of Tile 600x600 mm 32 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :25 mm thick 33 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 34 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent 35 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing of edges to give high gloss finish etc. complete at all levels.Granite stone slab of colour black, Cherry/Ruby redArea of slab over 0.50 sqm 36 Chequered terrazo tiles 22 mm thick with graded marble chips of size up to 6 mm in floors, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete, on 20 mm thick bed of cement mortar 1:4 (1 cement :4 coarse sand) :Light shade pigment using white cement 37 Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement (25 mm thick floor). 38 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately).Second class teak wood 39 Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows, fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note: Butt hinges and necessary screws shall be paid separately)Second class teak wood 40 Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick.Float glass panes 41 Second class teak wood 42 4 mm thick glass pane (weight not less than 10 kg/sqm). 43 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc. 44 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 45 (a) Single leaf 46 Both side laminated 47 Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets,gates and similar works 48 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade:New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) 49 Wall Painting with plastic emulsion paint of approved brand and manufacture to give an even shade. Two or more coats (For Internal wall surface) 50 Supply and Laying a water soluble penetrative solution for waterproofing of masonry building material & Nano technology based as it provides molecular level hydrophobicity to inorganic substrate .The product is based on organosilicon chemistry, hence reacts with the inorganic substrate surface, seals the surface uto a depth of 2-3 mm and provides long service life where Nano size allows penetration deep into substrate that provides 20+ years water repellency.(Zycosil/Pratt & Lamber or Equivalent) including cost of all materials, labour tools and plants etc. required for proper completion of the work. 51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 52 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture 53 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications :Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture 54 French spirit polishing :Two or more coats on new works including a coat of wood filler 55 Supply & fixing clay tiles of 10X16 inches on roof including the cost of Ridge, typical caly tile, edge tiles and inlcusion of glass tiles in color and finish as per drawing approved from Architect in charge, and supply of all materials labours & tools etc required for safe erection and cost of adhesive, waterproof membrane and MS frame of L profile/rectangular hollow sections required for fixing and supprting the tiles., also includes the cost of all the necessary fitting and required for completion of the work as per Engineer in charge. 56 Providing and fixing of wooden Jali, necessary brass screws etc. to suit shutter thickness complete. 57 Providing and fixing 150 mm bright finished floor brass door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete. 58 Providing & fixing Stainless steel sliding door bolts with nuts and screws etc complete. (a) 250mm x 16mm . 59 Providing and fixing stainless steel tower bolts (barrel type) with necessary screws etc. complete 60 (a) 300 mm x 10mm 61 (b) 200 x 10mm 62 Providing and fixing stainless steel handles with screws etc. complete (a) 150 mm 63 Providing and fixing at all height false ceiling of 4 mm thick phenol bonded Bamboo Mat board (595x595 mm) conforming to IS:13958-1994 including providing and fixing of frame work made of GI angle 25x25x0.4 mm thick all around suitably fixed to wall with the help of dash fastener and hanger frame (600x600 mm c/c) made GI slotted Tee having powder coating on bottom side (30x25x0.3 mm thick for main member & 25x25x0.3 mm for cross member) connected to ceiling with 2.64 mm GI wire and anchor fastener at every junction and also including cost of making openings for light fittings, grills, diffusers, cut outs made with frame of perimeter channels suitably fixed all complete as per direction of Engineer-incharge. 64 Providing and fixing false ceiling at all heights including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50 mm long with 6 mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.]. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.|. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25 mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per anufacturer’s specification and also including the cost of making openings for light fittings, grills,diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with : 65 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) 66 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished seamless type tubes 67 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 68 Providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with Zinc coating 120 gram per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : Gutter (600 mm over all girth) 69 Providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with Zinc coating 120 gram per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete :Ridges plain (500 - 600mm) 70 Centering and shuttering including strutting, propping etc. and removal of form for: 71 Foundations, footings, bases of columns, etc. for mass concrete 72 Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick 73 Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick 74 Columns, Pillars, Piers, Abutments, Posts and Struts 75 Providing and fixing factory made door frame (single rebate) made out of solid foam PVC extruded profile of minimum 60 mm width and minimum 30 mm thickness, having homogenous fine cellular structure and integral smooth outer skin. The frame’s vertical and horizontal members to be mitered cut and joined together with PVC solvent adhesive / cement and both corners strengthened with fully threaded steel screws (of required size) fixed diagonally. The door frame is to be fixed to door jambs using 6 Nos. SS 304 grade minimum 8 mm dia CSK Phillips stainless steel self tapping screws/fasteners with PA6 grade polyamide sleeves both of required size, and gap if any between the door frame and the jamb must be filled with clear silicon, complete as per direction of the Engineer-in-Charge. 76 30 mm thick factory made Polyvinyl Chloride (PVC) door shutter made of styles and rails of a uPVC hollow section of size 60x30 mm and wall thickness 2 mm (+ 0.2 mm), with inbuilt decorative moulding edging on one side. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 25x20 mm and 1 mm (+ 0.1 mm) wall thickness. The lock rail made up of ‘H’ section, a uPVC hollow section of size 100x30 mm and 2 mm (+ 0.2 mm) wall thickness fixed to the shutter styles by means of plastic/ galvanised M.S. ‘U’ cleats. The shutter frame filled with a uPVC multichambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (+ 0.1 mm) wall thickness . The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer’s specification and direction of Engineer-in-charge 77 Providing and fixing factory made uPVC white colour casement/casement cum fixed glazed windows comprising of uPVC multi-chambered frame, sash and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriate dimension, EPDM gasket, stainless steel (SS 304 grade) friction hinges, zinc alloy (white powder coated) casement handles, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardwares and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealant shall be paid separately). Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. Note: For uPVC frame, sash and mullion extruded profiles minus 5% tolerancein dimension i.e. in depth & width of profile shall be acceptable. 78 Using R4 series with frame (115 mm & above) x (45 mm & above) & both glazed and fly screen sash (44 mm & above) x (55 mm & above) with zinc alloy (zamak) powder coated handle on every glazed panel along with multi point locking system. (Height above 1.8m) 79 French spirit polishing :Two or more coats on new works including a coat of wood filler 80 Float glass panes4 mm thick glass pane (weight not less than 10kg/sqm). 81 ELECTRICAL- 82 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 83 Group - C 84 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 85 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire 86 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire 87 2 X 4 sq. mm + 1 X 4 sq. mm earth wire 88 4 x 10 sq.mm + 2 x 6 sq.mm. earth wire 89 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 amps modular switch, connection etc. as required. 90 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection etc. as required. 91 Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required 92 Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required 93 Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required. 94 Installation ,Testing, Commissioning of wall bracket /ceiling fittings of all sizes and shapes containing upto two GLS/CFL/LED lamps per fitting, complete with all accessories including connections etc. as required. 95 Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. 96 Supplying and fixing extra down rod of 10 cm length G.I. pipe, 15 mm dia, heavy gauge including painting etc. as required. (Note : More than 5 cm length shall be rounded to the nearest 10 cm and 5 cm or less shall be ignored) 97 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required 98 Upto 450 mm sweep 99 Extra for fixing the Louvers/ shutters complete with frame for exhaust fans of all sizes. 100 Supply of Recessed mounting 2x2 feet 36W LED , suitable for 24Hr Continuous Operation, 3000-6000 system lumens, 110lm/W,PF>0.95, THD <10% at full load, CRI>80, Avg Life Class 50000Hrs @L70,complete in all respect. 101 Supply of Recess/Surface mounting 2x2 feet 24 to 30W LED , suitable for 24Hr Continuous Operation, 3000-6000 system lumens, 110lm/W,PF>0.95, THD <10% at full load, CRI>80, Avg Life Class 50000Hrs @L70,complete in all respect. 102 Supply of LED 4ft Batten with a nominal system lumen output of 2000 lumens and a minimum system efficacy of 100 lm/W. The luminaire shall have a rated system lifetime of 25,000 burning hours at L70. The luminaire should have a color temperature of 4000K and CRI>80. The luminaire shall meet IP20 rating with THD < 10% and PF > 0.9. The luminaire housing should made of extrusion Al with a PCdiffuser. The total power consumption should not exceed 21W (including driver). 103 Supply of Recess mounting round 6 Watt 10 Watt , LED Down Lighter, suitable for 24Hr Continuous Operation, 660-1100 system lumens, 110lm/W,PF>0.95, THD <10% at full load, CRI>80, Avg Life Class 50000Hrs @L70,complete in all respect. 104 Supply of Recess mounting round 12 Watt 15 Watt ,suitable for 24Hr Continuous Operation, 100lm/W,PF>0.95, THD <10% at full load, CRI>80, Avg Life Class 50000Hrs @L70,complete in all respect 105 Supplying of 9 Watt 4 Star LED Wall Light Blub complete in all respect. 106 Supplying of 9 Watt Decorative LED Wall Light complete in all respect. 107 Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CMM/W) minimum 6.85, Air delivery minimum 215 CMM, 350 RPM (tolerance as per IS : 374- 2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required. 1200 mm sweep ceiling fan 108 Supplying of following size exhaust fan complete with gravity louver and connection with 3 core flexible wire as required. 109 300mm EXHAUST FAN 110 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 111 4 Way Double door 112 6 way Double door 113 Supplying and fixing following rating, four pole, 415 V, MCB in the existing MCB DB complete with connections, testing and commissioning etc. as required 114 40 amps TP MCB 115 40 amps 4P MCB 116 63 amps 4P MCB 117 Supplying and fixing following rating, double pole, (single phase and neutral), 240 V, residual current circuit breaker (RCCB),having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. As required. 118 25 amps 119 Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 120 Single pole 121 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. 122 Earthing with G.I. earth plate 600 mm x 600 mm x 6 mm thick including accessories , and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. (but with charcoal or coke and salt) as required. 123 Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) 124 Providing and laying earth connection from earth electrodewith 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earthelectrode including connection with G.I. thimble excavation andre-filling as required. 125 Laying of one number PVC insulated and PVC sheathed / XLPE powerCable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. 126 Up to 35 sq.mm. 127 Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as required 128 Upto 35 sq. mm (clamped with 1mm thick saddle 129 Supply of following siz of 1.1KV grade multicorealuminium conductor XLPE insulated and PVC shethed armoured cable as per IS 7098:1988 with up to date amendment 130 4 x 25 sq.mm 131 Supplying and making cable end terminations with brasscompression gland and aluminium lugs for following size of PVC insulated PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade, completeas required. 132 3½ X 25 sq. mm (28mm) 133 Supplying of 9 Watt 4 Star LED Wall Light Blub complete in all respect. 134 Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameterand 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10(1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cementcomplete as per standard design : 135 With common burnt clay F.P.S.(non modular) bricks ofclass designation 7.5 136 EXT ELECTRIFICATION. 137 Supply & Erection of factory fabricated & wired metal clad dust and vermin proof mounting, M.S Channel Base with botom and top cable entreis Electrical control panel with TPN ACB (65KA, 4 Pole Elect draw out Micor Processer Release IPR2) and TPN MCCBs (four Pole 36 KA with thermal magnatic release) switches and instrument chamber etc. complete in all respect. The instrument chamber shall be separate and shall comprise of flush type/digital ammeter Voltmeter, Selector switches for ammeter and Voltmeter, instrument fuses current transformer etc. The Board shall have suitable capacity electrolytic aluminium busbars as per IS8623 insulated with heat shrink sleeving and mounted on non hygroscopic supports such as CMC/DMC support with deteachable side covers and shall be suitable for extension on the sides. The switches enty boxes shall be complete with suitable cable end boxes reverse. The job includes the grounting of the board as per directions of Engineer-in-charge. All out goings of 100 Amp. and above will be provided with Amp. Metre, curent transformer and selector switches etc. and insurment fuse The switch board shall be fabicated with CRCA sheet with a minimum thickness of 1.6mm/2mm. Cubical type switch board shall be of cat A & B only. 138 FEEDER PANEL 139 Incoming : 140 One No 160 Amp. 4P MCCB of 35KABreaking capacity 141 Metering : 142 One (1) No. SetsMultifunction Meter each incoming 143 One (1) No. of Phase Indication Lamp each incoming 144 Bus Bar : 145 One (1) No. 200 Amp.TPN aluminimum bus bar of suitable length. 146 Outgoing : 147 Phase indication lamps on each outgoing to be provided. 148 63 Amps FP MCB of 10KA - 1 No 149 16 Amps DP MCB of 10KA - 15 No 150 2 No. SPACE & SPARE 151 Panel described as above 152 Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required. Details of cost for one each 153 Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required 154 Earthing with G.I. earth plate 600 mm x 600 mm x 6 mm thick including accessories , and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. (but with charcoal or coke and salt) as required. 155 Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) 156 Providing and laying earth connection from earth electrode with 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earth electrode including connection with G.I. thimble excavation and re-filling as required. 157 Providing and fixing 25 mm x 5 mm G.I. strip on surface or in recess for connections etc. as required. 158 Laying of one number PVC insulated and PVC sheathed / XLPE powerCable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. 159 Up to 35 sq.mm. 160 Supply of following siz of 1.1KV grade multicorealuminium conductor XLPE insulated and PVC shethed armoured cable as per IS 7098:1988 with up to date amendment 161 3.5 x 70 sq.mm 162 3 x 6 sq.mm, 163 Supplying and making cable end terminations with brasscompression gland and aluminium lugs for following size of PVC insulated PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade, completeas required. 164 2 X 6 sq. mm (19mm) 165 3½ X 70 sq. mm (38mm) 166 Providing, laying and fixing following dia RCC pipe NP2 class (light duty) in ground complete with RCC collars, jointing with cement mortar 1:2 (1 cement : 2 fine sand) including trenching (75 cm deep) and refilling etc as required. 167 100mm dia 168 Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc.direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required. 169 90 mm dia (OD-90 mm & ID-76 mm nominal) 170 ProvidingandfixingHT danger notice plate 250 mm x 200 mm made of mild steel at least 2mmthick &vitreousenamelledwhiteon bothsides and withinscription insignalred colouronfront side as required. 171 Supplying andFixing of Fire buckets, round bottom made of G.I. Sheet 9-11 litres capacity duly painted as per fire brigade design, supported on hanging bracket chained and locked, initially filled with fine river sand, water as per directions of Engineer-in-charge. 172 Supply and fixing of fire extinguishers, ABC Type 9.00 kg. capacity(ISI Marked IS : 15683 & TAC approved)complete with initial charges and wall bracket, along with supply of all materials and labour for proper completion of work. 173 Supply and fixing of CO2 typefire extinguishers, 4.50 kg. capacity(ISI Marked IS : 2878 & TAC approved)complete with initial charges and wall bracket, along with supply of all materials and labour for proper completion of work. 174 Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : 175 With common burnt clay F.P.S.(non modular) bricks ofclass designation 7.5 176 Supplying, installation & testing of 7.0 m high octagonal GI pole with single arm as per approved sample made from 3 mm sheet steel (Grade S 355 J0) with top diameter as 75mm and bottom dia as 150mm and base plate of 240x240x16 mm with suitable slot shaped holes for mounting the same on a shallow foundation, GI weather proof junction box with 16A SP MCB, loop-in-loop out terminals for 2nos. 2Cx6 sq.mm YWY cables and 2x2.5 sq.mm copper conductor from junction box to fitting and connected accessories as required etc. 177 Supply and fixing of LED Street light Fitting with mandatory driver set having die cast aluminium body and lenses suitable for 45Watt. to 50 Watt andConfirming to IP66 protectionhaving Company LOGO Engravedcomplete in all respect with 4000-5000 system lumens High Power LED with lenses, >110lm/W, PF>0.95, THD <10% at full load, CRI>70, Avg Life Class 50000Hrs@L70,fitting itself suitable for 60-65mm OD pipe 178 Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 179 Double pole 180 S & F cast aluminium 4 mtr. Pole for post top light complete as required. 181 Supply and fixing of decorative 30 to 40 Watt LED Post top indirect light luminaire having Pressure die cast aluminium body and Clear glass with driver set confirming to IP 65 and above protection complete in all respect. Make Havells 182 Supply and fixing of decorative 8 to 16 Watt LED bollard luminaire with driver set confirming to IP 65 protection complete in all respect 183 Supply and fixing of 9 Watt LED Inground UpLight luminaire Confirming to IP 66 Protection complete in all respect. 184 Supply and fixing of 3 Watt to 10 Watt LED Step light luminaire having powder cotated die cast aluminium body with drive set . Confirming to IP 66 Protection complete in all respect. 185 Supply & fixing of 16 mtr High mast shaft with 8 Nos. 300W LED light of approved make with rising system hot dip glavanized inside & out side dip,heaving pole sheet thickness 3 mm. Top dia minium 150 mm, Bottom dia 310 mm base plate 25 mm thick suitable for wind velocity as per IS 875 part 3 & having no circumferential weld, with accessories for high mast such as head frame suitable for 6 luminaries & its control gear boxes 0.75 HP power tool moter, 3 point suspension system with steel wire rope 6 mm dia, double drum winch, including making suitable foundation as per manufature drawing/ site reuiment along with foundation bolts nuts, washers, anchor plates etc, completee in all respect. 186 Supplying,installation,testing and commissioning of Astronomical time switch of following configuration to be mounted in feeder pillars / Lighting DBs for automatic switching On & OFF of street lights at sun set & sun rise or twilight(Auto ON, Auto OFF, Auto modes) with manual override facility with 12/24 hour display format with suitable battery and indication for relay status i/c programming at site complete as required. 187 1 output per phase and suitable for single phase supply 188 Erection of metallic pole of following length in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) foundation including excavation and refilling etc. as required. 189 Above 6.5 metre and upto 8.0 metre 190 Supplying and embedding following dia G.I. pipe (medium class)in pole collar/ foundation (during casting) for cable entryincluding bending the pipe to the required shape complete asrequired 191 32 mm dia 192 Supply, Installation, Testing and Commissioning of LED RGB/RGBW flood lighting luminaire for facade lighting with Die-cast aluminium housing, powder coated finish, of following wattage. Luminaire shall be capable of producing dynamic color changing light for with 16 million colors by DMX/ Ethernet based control. The beam angle of the fitting shall be narrow, medium, wide or asymmetric as per the requirement. Luminaire shall be complete with driver and capable of operating at line voltage without any separate power supply from 100-270V AC, 50Hz with power factor>0.9. Fixture shall be suitable to operate atanambient temperaturerangeof-10°Cto+50°Candshallbe IP65andIK06rated.LifetimeshallbeatleastL70:50000burninghoursat50°C.LuminaireshallbeconformingtoBIS(IS10322)andshallbecompletewithallnecessaryaccessoriesrequiredforproperworkingoffixtureincludingweatherproofconnectioncables,waterproofconnectorsetc. as required. 193 45W /40W 194 PLUMBERING. 195 Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100 mm Sand Cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: 196 White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests. 197 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : 198 W.C. pan with ISI marked white solid plastic seat and lid 199 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps,32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: 200 White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap 201 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : 202 Range of three urinal basins with 10litre white P.V.C. automatic flushing cistern 203 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS 13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required: 204 Kitchen sink without drain board 205 510x1040 mm bowl depth 250 mm 206 Providing & fixing stone slab table rubbed, edges rounded and polished of size 75 X 50cm deep and 1.8 cm thick fixed in urinal patitions by cutting chase of appropriate width with chase cutter and embedding the stone in chase with epoxy grout or with cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregste 6mm nominal size) as per Engineer-in-charge and finished smooth 207 Granite stone of approved shade 208 Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter and similar location in marble/ Granite/ stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete. 209 Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. 210 Flexible pipe 211 i) 32 mm dia 212 ii) 40 mm dia 213 Providing and fixing PTMT Bottle Trap for Wash basin and sink. 214 Bottle trap 31 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms. 215 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 216 Circular shape 450 mm dia 217 Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. 218 Providing and fixing toilet paper holder : 219 C.P. brass 220 Providing and fixing soil, waste and vent pipes :100 mm diaCentrifugally cast (spun) iron socket &spigot (S&S) pipe as per IS: 3989 221 75 mm O.D. 222 100 mm O.D. 223 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 224 75 mm 225 110 mm 226 Providing and filling the joints with spun yarn, cement slurry and cement mortar 1:2 ( 1 cement : 2 fine sand) in S.C.I./ C.I. Pipes : 227 75 mm O.D. 228 110 mm O.D. 229 Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc. : 230 75 mm 231 110 mm 232 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 233 Shoe (Plain) 234 75 mm Shoe 235 110 mm Shoe 236 Providing and fixing plain bend of required degree. Sand cast iron S&S as per IS - 3989 237 75 mm size 238 110 mm size 239 Providing and fixing heel rest sanitary bend Sand cast iron S&S as per IS - 3989 240 75 mm size 241 110 mm size 242 Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. Sand cast iron S&S as per IS - 3989 243 75 mm size 244 100 mm size 245 Providing and fixing terminal guard : Sand cast iron S&S as per IS - 3989 246 75 mm 247 100 mm 248 Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : 249 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.Internal work - Exposed on wall 250 20 mm nominal outer dia pipes 251 25 mm nominal outer dia pipes 252 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. 253 Internal work - Exposed on wall 254 20 mm nominal outer dia Pipes 255 25 mm nominal outer dia Pipes 256 32 mm nominal outer dia Pipes 257 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings, with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. 258 15 mm nominal outer dia pipes 259 20 mm nominal outer dia pipes 260 Providing and fixing G.I. pipes complete with GI fittings and clamps including cutting and making good the walls etc. External work 261 40 mm dia, nominal bore 262 50 mm dia, nominal bore 263 Providing and fixing of gun metal gate valve with CI wheel of approved quality (screwed ends) 264 25mm dia, nominal bore 265 Providing and fixing uplasticised PVC connection pipe with brass unions : 266 45 cm length 267 15 mm nominal bore 268 Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work (internal work -exposed on walls) 269 20 mm nominal outer dia pipes 270 25 mm nominal outer dia pipes 271 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 272 20 mm nominal bore 273 Providing and fixingG.I. union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (new work) 274 15mm nominal bore 275 20mm nominal bore 276 25mm nominal bore 277 32mm nominal bore 278 Providing and fixing C.P. brass bib cock of approved quality confirming to IS:8931 279 15mm nominal bore 280 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 281 15mm nominal bore 282 Providing and fixing C.P.brass angle valve for basin mixer and geyser points of approved quality conforming to IS 8931 a) 15 mm nominal bore. 283 15 mm nominal bore 284 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable lockingarrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 285 Excavating trenches of required width for pipes, cables, etc, including excavation for sockets, depth upto 1.5 m including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth including consolidating each deposited layers by ramming, watering etc. stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50m : 286 Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia. 287 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 288 150 mm O.D. 289 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : 290 110/100 mm diameter pipe 291 160/150 mm diameter pipe 292 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: 180x150 mm size P type With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 293 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) Fisnihed with a floating coat of neat cement complete as per standard design : 294 Inside size 90x80 cm and 45 cm deep including C.I. coverwith frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 295 Extra over Item No. 24.27 for every additional depth of 0.10 metre or part there of main hole. 296 (a) Size 900 x 800 mmWith common burnt clay F.P.S. (non modular) bricks of class designation 7.5 297 Providing, fixing, jointing and testing,uPVCSWR pipes, - type B conforming to IS : 13592to wall, ceiling and floor, approved quality, complete, for soil, waste & rain water drain including pushfit jointing with seal ring. (i) Single socketed pipes. 298 75 mm 299 Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC pipes including jointing with seal ring leaving 10 mm gap for thermal expansion. 300 Bend without door (87.5°) 100MM BEBD 301 Bend without door (45°) 100mm 302 75mm 303 Y Fitting without door 100mm 304 75mm 305 Reduced Y Fitting without door 100mm x 75mm 306 Single Tee without door 110mm 307 75 mm 308 Providing, fixing, jointing and testing, unplasticized PVC pipes - 10 kg/cm2 confirming to IS : 4985 to wall, ceiling and floor, approved quality, complete, for waste water drain including jointing with rubbering/solvent/solution and airtight joints, etc. 309 32mm dia. Pipe Elbow (90°) 310 32mm 45 311 Elbow (45°) 32mm 312 T fitting 32mm 313 Providing, fixing, jointing and testing ,ofPVC Multi Floor Trap without jali ofminimum 50 mm water seal, making necessarycuttingin slabor floors and making goodincluding supports with cement concrete 1:3:6complete as approved by Engineer-in-Charge. 314 110mm x 75mm x 50mm/40mm (Toilet) 315 Providing, fixing, jointing and testing , ofPVC NahaniTrap without jali ofminimum 50 mm water seal, making necessarycuttingin slabor floors and making goodincluding supports with cement concrete 1:3:6complete as approved by Engineer-in-Charge. 316 110mm x 75mm (Toilet) 317 FACAD LIGHTING. 318 Supply of 1000mm long rigid architectural Dynamic RGBWLED Linear wall washer light with housing made of Extruded aluminium& die-cast aluminium end caps. The luminaire shall have electrostatically applied polyester powder coating finish.The luminaire’s integrated brackets shall be made of extruded aluminium & the same shall be so designed that the luminaire can be tilted from -90° to +15°. The luminaire shall have IP66 protection.The fixture shall havebeam angleAssymteric beamthe lens shall be made of anti-aging & anti UV PMMA/ PC material.The optical cover shall be made of IK06 rated. The LEDs shall have minimum CRI ≥80 for white light & shall have SDCM≤3. The fixtures shall be installed with IP67 connectors. The luminaire shall have system wattage range between 35-40W and fixture should be operated with 24V IP66 external DC driver for ease of maintenance. Fixture shall be specially designed and able to sustain the operating temperature range of 0°C to 45°C . The luminaire shall have declared life of 35,000 burning hours at L70.The luminaire should have loop in loop out provision for power and DMX Signal.Luminaire shall have 4 DMX channel with Integrated DMX decoder The luminaire shall have class I insulation.The luminaire shall be compatible with DMX512 controller. The luminaire shall be capable of 8-bit control of RED, Green, Blue & White (W=4000K) to produce 16.7million colours. Following certifications/reports to be submitted : product data sheets, LM79 report from NABL accredited lab, illuminance diagram, polar curve & LM80 report issued by LED manufacturer and type test reports with BIS certificate.Fixture, driver and other accesories should be of same make.The luminaire shall be supplied with necessary connectors for connecting lead/jump cables & necessary endplates/covers.Philips Color kinetics / Wipro/Iguzzini/Ligman Lighting 319 Supply of Circular shape architectural throw adjustable Dynamic RGBWLED flood light withhousing made of Die-cast aluminium. The luminaire shall have electrostatically applied polyester powder coating finish. The luminaire shall be so designed that the luminaire can be tilted to ±90°. The bracket shall have locking mechanism to fix & secure the desired tilt angle. The luminaire shall haveproper IP66 protection. The fixture shall have 15 to 60 degree beam angle the lens shall be made of anti-aging & anti UV-PMMA / PC material should be IK06 rated. The LEDs shall have minimum CRI ≥80 for white light & shall have SDCM≤3. The fixtures shall be installed with have IP67 connectors. The luminaire shall have system wattage range 20W-25W . Fixture should be operated with 24V IP66 external DC driver for ease of maintenance. Fixture shall be specially designed and able to sustain the operating temperature range of 0°C to 45°C . The luminaire shall have declared life of 35,000 burning hours at L70.The luminaire should have loop in loop out provision for power and DMX Signal.Luminaire shall have 4 DMX channel with Integrated DMX decoder The luminaire shall have class I insulation.The luminaire shall be compatible with DMX512 controller.The luminaire shall be capable of 8-bit control of RED, Green, Blue & White (W=4000K) to produce 16.7million colours. Following certifications/reports to be submitted: product data sheets, LM79 report from NABL accredited lab, illuminance diagram, polar curve & LM80 report issued by LED manufacturer and type test reports with BIS certificate.Fixture, driver and other accesories should be of same make.The luminaire shall be supplied with necessary connectors for connecting lead/jump cables & necessary endplates/covers. Approved Make :Philips Color kinetics / Wipro/Iguzzini/Ligman Lighting 320 Supply of 150W RGBW LED Flood light with System Lumen Output of Minimumwith all channel ON. Fixture shall be made up of Extruded Aluminum Housing for better heat decapitation having IP66 Dust and Water Protection for Outdoor usage. The Luminaire should have multiple beam options of 11/15/30/60° to be used as per design requirement. The luminaire should have loop in loop out provision for power and DMX Signal. Luminaire shall have 4 DMX channel with Integrated DMX decoder. Luminaire should be capable of operating at 24VDC , with External IP66 24Vdc Driver. Luminaire and Driver should be Made in India. Luminare, Driver and controller should be with same make. Wipro Cat Code : LF27 Mega Flood or Equivalent make in Philips and Ligman. 321 Supply of Dynamic Colour Changing 4 Mtr longflexible RGB LED PU Coated Strip light with IP68 protection suitable for outdoor applications. Strip should have 10-14W per meter. The LED Strip should have integrated aluminium C channel for mounting.Fixture should be able to workambient temp range of 0degC to +45degC and should be theft proof type. The LEDs used should be with RGB CCT, the Fixture should have Dotless Homogenous Light source with integrated diffuser as part of striplight for better rugedness and diffused illumination with low glare and DOT free illumination.Luminaire should be capable of operating at 24VDC , Driver, and controller should be with same make. The luminaire shall be compatible with DMX512 controller. Following certifications/reports to be submitted: product data sheets, LM79 report from NABL accredited lab, illuminance diagram, polar curve & LM80 report issued by LED manufacturer and type test reports with BIS certificate.Fixture, driver and other accesories should be of same make.The luminaire shall be supplied with necessary connectors for connecting lead/jump cables & necessary endplates/covers. Approved Make :Philips Color kinetics / Wipro/Iguzzini/Ligman Lighting 322 DMX 323 Supply of Lighting playback controller with minimum following specifications: • DMX Output- 1024 (2x512, 2Uni.) channels • Input Ethernet (RJ45, DHCP or static IP), USB-C • Networks Ethernet, Internet, WIFI compatible when connected to a router • Multiple Zone 10 Zone, play 10 scene/sequence per time in Stand Alone • Memory o Micro SD Card ( max. 256 GB ) o 8Mb Internal memory (No SD required) • Stand Alone options o Art-Net and sACN from SD card, including triggers (4x512) o Master / Save Synchro (32 max wired / 128 max Ethernet) o Commands from the Contacts (speed, scene, dimmer, zone) o Default start scene, Scene priority, Cross Fade time between scenes o Automatic Scene Recovery if the power is cut off and 16-bit and fine channel management • Triggers options o RS232 In/Out (16 characters max for RS232 triggers, commands or orders) o UDP / Ethernet triggers and commands (from SDK) o Real Time Clock and calendar for each scene (Hour, Day, Week, Month, Year) o 12 smart Contacts on 3~5V (On, On/Off, Release, Restart, Scene Priority, 31 contacts max) Approved Make :Philips Color kinetics / Wipro/Iguzzini/Ligman Lighting 324 Supplyof Amplifier/Splitter with 6-output DMX splitter with DMX signal boosting. This unit takes the incoming DMX signal and splits the signal into six separate output channels allowing for expanding the number of devices controlled from 32 to 6X32. Power consumption should not be more than 5W. The Compact signal amplifier shall support optically/magnetic isolation protection, protects the controllers and ensures that the DMX signal can be normally transmitted to various luminaires, improving the reliability and stability of the entire control system. The controller shall be compact in size & shall be minimum IP20 rated. Amplifiershould be able to amplify the signal for up to 200m.The amplifier shall have male-female XLR connectors. On the input & output side the amplifier shall have cable with IP67 6-Pole XLR connector.Housing - MS/AluminumThe output terminals are optically isolated from the input and share a common ground reference. All six output ports have an independent output driver and ELV transformer to boost the DMX signal.1: 6 Way DMX Splitter/Booster ,Optically isolated DMX Input/OutputsIndividual coil transformer for each output , Surface/Rack/Floor/Celling mountable with provide mounting accessoriesRefined and filtered data Cable 3 core 0.75sq.mm cable.Approved Make :Philips Color kinetics / Wipro/Iguzzini/Ligman Lighting 325 Supply of WL-Button 6 Flush-mounting wall panel 6 dry Button panel with a 16 port connection. Button system should have trigger to control light with responsive, reactive programming. Approved Make :Philips Color kinetics / Wipro/Iguzzini/Ligman Lighting 326 Programming Extra 327 HORTICULTURE WORK. 328 Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly leveling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or/and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure). 329 Supplying and stacking of good earth at site including royalty but including carriage1km (earth measusred in stacks will be reduced by 20% for payment). 330 Supplying and stacking at site dump manure from approved source, including carriage up to 1 km (manure measured in stacks will be reduced by 8% for payment) : Screened through sieve of I.S. designation 16 mm 331 Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge.. 332 Spreading ofmixed good earth and manure in specified proportions as above and in required thickness. 333 Rough dressing the trenched ground including breaking the clods. 334 Fine dressing the ground 335 Grassing with selection No.1 grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the good earth shall be paid for separately). 336 Providing & laying Selection no. 1 grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same maintenance for 30 days or more till the grass establish properly,as per direction of officer in charge 337 officer in charge 338 Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-chargeOrdinary rock 339 Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand) 340 Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) :Holes 90 cm dia, and 90 cm deep 341 Preparation of beds for hedging and shrubbery by excavating 60 cmdeep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately). 342 Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cost of plant & water) 343 Providing and stacking of Acacia auriculiformis of ht 150-165 cm in bag size of 25 cm as per direction of the officer-in-charge. 344 Providing and stacking of Adansonia digitata (kalp vricksh) of ht 150-165 cm in bag size of 25 cm as per direction of the officer-in-charge. 345 Providing and stacking of Bombax ceiba of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. 346 Providing and stacking of Bottle palm of ht. 150-180 cm bottom girth 20-25 cm well developed in big poly bags of size 25 cm as per direction of the officer-in-charge. 347 Providing and stacking of Bottle palm of ht. 270-300 cm bottom girth 40-50 cm well developed in big HDPE bags as per direction of the officer-in-charge 348 Providing and stacking of Fishtail palm of ht. 270-300 cm bottom girth 40-50 cm well developed in big size HDPE bags as per direction of the officer-in-charge. 349 Providing and stacking of Foxtail palm of ht. 240-270 cm bottom girth 35 - 40 cm well developed in big size HDPE bags as per direction of the officer-in-charge. 350 Providing and stacking of Phoenix sylvestris Roxb. (Wild date palm/khajur)of height 150-165 cm. in Big HDPE Bag as per direction of the officer-in-charge. 351 Providing and stacking of Pinus longifolia (Pinus) of height 90-105 cm. in cement pots of size 35 cm as per direction of the officer-in-charge. 352 Providing and stacking of Butea frondosa (Flame of Forest) of height 60-75 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. 353 Providing and stacking of Cassia fistula (Amaltash) of height 120-135 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. 354 Providing and stacking of Plumeria alba dwarf dwarf of height 90-105 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge. 355 Providing and stacking of Plumeria rubra of height 120-150 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge. 356 Providing and stacking of Polyalthia longifolia (Ashok) of height 180-195 cm. in gunny bag of size 30 cm as per direction of the officer-in-charge. 357 Providing and stacking of Ficus benjamina (green) of height 120-135 cm. with 6-8 branches and lush green foliage in g. bags of size 25 cm as per direction of the officer-in-charge. 358 Providing and stacking of Ficus panda of height 90-105 cm. with 10-12 branches and healthy foliage, well formed in cement pots of size 30 cm as per direction of the officer-in-charge.. 359 Providing and stacking of Bougainvillea (Variety Butiana, Lady Mary Baring, Mahara,Mohan,Scarlet Queen, Variegated, Glabra Formosa, PeruvianaOdissi, Paratha, Subhra,Thimma, Spectabilis L.N Birla, Refulgens) of height 30 cm. to 45 cm. with 2-3 branches in 20 cm size of Earthen pots / Plasticpots & as per direction of the officer-in-charge. 360 Providing and stacking of Petra volubilis of height 30 cm to 45 cm. in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge. 361 M.S. PERGOLA 362 Supply & Installation of wooden Gazebo of specification Shape Pyramid, Waterproof, Material – Wooden, Frame,Finishing - Painted Size- 4.8X 4.8 m with projection. 363 The concrete shall be placed and screeded to the finished grade, and floated to a uniform surface by using standard finishing techniques. The approved color hardener @ 2.7 kg/sqm shall be applied evenly to the surface of the fresh concrete by the dry shake method by sprinkling in two or more shakes, floated after each shake and trowelled only after the final floating. The approved release agent @ 0.113 kg/sqm shall be applied evenly to the trowelled surface before stamping or the said release agent can be applied to the flexible polyurethane stamp moulds of approved design and in required sizes to achieve final stamped pattern. These stampings shall be placed on the surface of concrete in three to four pieces at a time and tapped gently with rammers of sufficient size & weight to leave proper stamp marks and the process repeated for the remaining concrete surface till the whole surface to be stamped is completed within the time while concrete is in plastic stage of setting. 364 After stamping, the curing shall be done as per manufactures specifications. After initial curing the imprinted joints shall be grouted using cement slurrymixed with color hardener as per the requirement. The surface shall be sealed by applying acrylic based sealer not less than 0.167 litre/sqm.on finished surface. 365 The construction joints shall be provided by groove cutting of size 4mm x 20mm in panel size 3m x 3 m or lesser as per the site conditions and filling the same with 10 mm baker rod and providing and laying (PU) Polyurethane based joint sealer of approved make as per manufacturer’s specifications and finished by applying Polyurethane resin based top protective clear coat of minimum 80 micron applied with rollers on properly cured and dry clean surface. (Cost of concrete for flooring is not included in this item which shall be paid separately.) 366 P/Laying of stemped pathway including complete work. 367 P/Laying of Pebble Stonepathway including complete work. 368 Providing & fixing White/Colored River (Stone) Pebbles size of 1 to 2 dia in natural colour at site of work including loading, unloading, carriage and all taxes paid etc.and as per direction of officer in charge. 369 P/Laying ofStonepathway (cutting Only.) 370 P/Laying of interlocking work including complete work. 371 KIDS PLAY- 372 Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.Ordinary rock 373 Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil 374 Supplying and stacking at site. 375 Red bajri 376 Providing and fixing at site factory manufactured ready to install at site various swings for children play areaSPRIAL SLIDE - 1.5 m long 377 Providing and fixing at site factory manufactured ready to install at site various swings for children play areaSEE-SAW 378 BORING PUMP. 379 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre below ground level. Rocky strata including Boulders. 380 300 mm dia 381 350 mm dia 382 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of requireddia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 150 mm nominal size dia 383 300 mm dia 384 350 mm dia 385 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 386 100 mm nominal size dia 387 150 mm nominal size dia 388 Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading& sizes as per actual requirement, all complete as per direction of Engineer-in-charge. 389 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by V notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. 390 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 391 150 mm Dia 392 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete.150 mm clamp 393 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I).150 mm Dia 394 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain &brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints completeas per direction of Engineer in Charge. 395 50 mm nominal size dia 396 Electric logging of bore hole 397 Supply and Installation of 2.0 HP Submersible pump set complete 398 TOURIST FACILITY. 399 Providing & fixing ofred Sandstone/MS bench with Ornamentetion on armrest (size 1050mm length and 450mm and height 450 mm) including foundation & support with all necessary T&P etc all complete as per design of direction in engineer/ Architect in charge. 400 Providing & fixing of SS Dustbin size 487 x 399 x 1138 fixing on a foundation with base plate and wrapped with red sandstone from all sides of 75mm with all complete as per design of direction in engineer/ Architect in charge. 401 Providing and fixing StandAlone Signage in Marble of approved thickness with powder coated 10-12mm MS letters and illustration at desired locations with letters (in english, hindi and Braille)- etched, through cut, infilled or painted, also including the cost of design, fabrication and onsite installation with all the necessary accessories and equipments for fixing on any surface as per drawing and design approved from Architect in charge English: Helvetica Font with min. 36 size Hindi: Krutidev Fontwith min. 36 size 402 Signage-A 403 Signage-C 404 Specification of WAE-Drinking Water(Receiving, storing, handling, shifting, installation, testing & commissioning ofWAE. AENON.45.CHA Pou Water Station C.A, RO Processing Capacity 25LPH, size: 466X580X1445, Watt; 220v/50Hz, Cooling 480w, Hot 450W, net weight 110kg, in material SS 304, with 3 tap: Cold 20 Ltr,Ambient-25Ltr including all accessories complete in all respect etc. (Make - Voltas or Equivalent)) 405 G.S.T. Extra as per Applicable
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Uttar Pradesh View Result →
37.
Housing Urban and Rular Development #9446944 Technical Bid
Tender For Construction Of Tourism Infrastructure Facility On Ashtabhuja Kalikhoh Ropeway Located In District Mirzapur, 1 Construction of Tourism Infrastructure Facility on Ashtabhuja Kalikhoh Ropeway Located in District Mirzapur 2 KALIKHOH ROPE WAY 3 CAFETERIA 4 Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. 5 Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. 6 Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 kms. from the site of work and including watering, dressing etc rate to include cost of all materials labour T & P etc required for proper completion of work. 7 Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : 8 Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres / sqm of the vertical surface of the substructure to a depth of 300mm including excavation channel along the wall & rodding etc. complete: 9 With Chlorpyriphos E.C. 20% with 1% concentration 10 Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: 11 With Chlorpyriphos E.C. 20% with 1% concentration 12 R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than M-20. R.C.C. Work Upto plinth Lvl. 13 R.C.C. Work in Pile Cap 14 R.C.C. Work in Plinth Beam 15 R.C.C. Work in Column 16 R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than M-20. R.C.C. Work Upto plinth Lvl. 17 R.C.C. work in Lintel 18 R.C.C. work in slab 19 R.C.C. work in Beam 20 R.C.C. work in Column 21 Centering and shuttering including strutting, propping etc. and removal of form for 22 Foundations, footings, bases of columns, etc. for mass concrete 23 Suspended floors, roofs, landings, balconies and access platform 24 Lintels, beams, plinth beams, girders, bressumers and cantilevers 25 Columns, Pillars, Piers, Abutments, Posts and Struts 26 M-150 brick work in 1:6 (one cement and six coarse sand sand of 2.25 fineness modulus) mortar infoundation & plinth including supply of all materials, labour and T & P etc required for proper completion of the work. 27 Providing and laying damp-proof course 25 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size). 28 Applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. 29 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : 30 Cement mortar 1:6 (1 cement : 6 coarse sand) 31 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. 32 Cement mortar 1:4 (1 cement :4 coarse sand) 33 P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. 34 Ground Floor 35 15mm thick plaster with cement mortar in proportion of 1:4 cement & coarse sand of 2.25 F.M. 36 15 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 6 coarse sand 37 Ground Floor 38 12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or roundedangles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. (1)1 cement : 6 coarsesand. 39 Ground Floor 40 Forming groove of uniform size from 12x12 mm and upto 25x15 mm in the top layer of washed stone grit plastered surface as per approved pattern, including providing and fixing aluminum channels of appropriate size and thickness (not less than 2 mm), nailed to the under layer with rust proof screws and nails and finishing the groove complete as per specifications and direction of the Engineer-in-Charge. 41 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.Polished Granite stone slab colour of Black, Cherry/RubyRed or equivalent 42 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.Polished Granite stone slab colour of Black, Cherry/RubyRed or equivalent 43 Ground Floor 44 Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement (40 mm thick floor). 45 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 46 (a) Single leaf 47 (b) Double leaf 48 Both side laminated 49 Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineerin- charge.Extruded section profile size 48x40 mm 50 Providing and fixing factory made uPVC white colour sliding glazed window upto 1.50 m in height dimension comprising of uPVC multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardwares and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes, wire mesh and silicon sealent shall be paid separately). Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. 51 For uPVC frame and sash extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. 52 Three track three panels sliding window with Aluminiumchannel for roller track, wool pile, nylon rollers with SS 304 body.Using R4 series with frame (115 mm & above)x (45 mm & above) & sash (44 mm & above) x (55 mm & above) with zinc alloy (zZamak) powder coated handle on two end panels along with multi-point locking system. (Height above 1.8 metre). 53 Wall Painting with plastic emulsion paint of approved brand and manufacture to give an even shade. Two or more coats (For Internal wall surface) 54 Ground Floor 55 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) 56 Ground Floor 57 Wall Painting with plastic emulsion paint of approved brand and manufacture to give an even shade. Two or more coats (For Internal ceiling surface) 58 Ground Floor 59 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 60 Ground Floor 61 Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/sqm. of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300mm height including cleaning the surface before treatment.b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) 62 admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) After two days of proper curing applying a second coat of cement slurry using 2.75kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by 63 Engineer-in-charge. d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge : With average thickness of 120mm and minimum thickness at khurra as 65 mm. 64 Providing and fixing 150 mm bright finished floor brass door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete. 65 Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete :(a) 250mm x 16mm . 66 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 67 (a) 300 mm x 10mm 68 (b) 200 x 10mm 69 Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete :125mm 70 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes 71 Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channelwith connecting clips made out of 2.64 mm dia x 230 mm long G.I.wire at every junction, including fixing perimeter channels 0.5 mm 72 thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturers specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings,pecification and direction of the Engineer in Charge but excluding the cost of painting with : 73 12.5 mm thick tapered edge gypsum moisture resistant board 74 Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : 40mm White sandstone 75 Supplying, fabricating, transporting, hoisting and fixing in position good quality of 70 mm white sandstone in various elements for all levels. Stone shall be free from cracks, lines stains and even in shade for each element. The stone shall be fine grained and reddish or buff-colored (locally available). The work shall be carried out as per attached drawings with different process of i.e carving (manual/ by machine), ornamental work, traditional work, figure work (any type, any size), CNC cutting, moulding. The carving and molding work shall be of very good quality. The stones to be fixed in line, level and plumb in all respect with the use of brass clamps, pins, (to be paid separetely) dowels, cement slurry with matching pigment and Epoxy of Akemi Germany, Ardex Endura, MYK laticrete or approved make as required and as approved by the Architects. 76 Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required. 77 Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases. 78 Providing and fixing stone jali 40 mm thick throughout in cement mortar 1:3 (1 cement : 3 coarse sand), including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment, Red sand stone 79 Stone work, plain in copings, cornices, string courses and plinth courses, upto 75 mm thick in Cement mortar 1:6 (1 cement : 6 coarse sand), including pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade. Red sand stone 80 Plumbing Work 81 SUB HEAD-I-SANITARY INSTALLATIONS 82 Providing and fixing Stainless Steel AISI 304 (18/8) kitchen sink as per IS: 13983 with C.I. brackets and stainless steel plug 40 mm, including painting offittings and brackets,cuttingandmakinggoodthe walls wherever required 83 Kitchen sink with drain board 84 510x1040 mm bowl depth 200 mm 85 Providing & fixing PVC waste pipe for sink including PVC waste fittings Complete 86 Flexible Pipe 87 32mm Dia 88 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 89 15mm nominal bore 90 Providing and fixing C.P. Brass extension nipple (size 15 mm x 50 mm) of approved make and quality as per direction of Engineer-in-charge. 91 SUB HEAD-II-WATER SUPPLY 92 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. 93 Concealed work, including cutting chases and making good the walls etc. 94 For Internal Toilet 95 15 mm nominal outer dia Pipes 96 20 mm nominal outer dia Pipes 97 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. 98 Internal work - Exposed on wall 99 20 mm nominal bore 100 Providing and fixing GI pipes complete with GI fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on Wall 101 Terrace loop & Tank Filling Pipe 102 25 mm nominal bore 103 Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality : 104 25mm diameter pipe 105 Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : 106 25mm diameter pipe 107 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 108 For vertical pipe connection with terrace ringmain 109 20 mm nominal bore 110 25mm nominal bore 111 Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 112 25 to 40 mm nominal bore 113 Providing and fixing PTMT Ball cock of approved quality, colour and make complete with Epoxy coated aluminium rod with L.P./H.P.H.D. plastic ball. 114 25 mm nominal bore, 152 mm long, weighing not less than 440 gms 115 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 116 SUB HEAD : III - ROOFING 117 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS :13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 118 110 mm dia (for rain water) 119 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A,including jointingwithsealringconformingtoIS: 5382, leaving 10 mm gap for thermal expansion. 120 Single Push Fit Coupler 121 110 mm dia 122 Single tee with door 123 110x110x110 mm 124 Plain bend 87.5 deg 125 110 mm dia 126 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 127 110 mm dia 128 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. 129 SUB HEAD : IV - INTERNAL DRAINAGE 130 Providing, fixing, jointing and testing,uPVCSWR pipes, - type B conforming to IS : 13592to wall, ceiling and floor, approved quality, complete, for soil, waste & rain water drain including pushfit jointing with seal ring. (i) Single socketed pipes. 131 Internal Toilet (Soil & Waste Pipe) 132 75 mm 133 110 mm 134 Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC pipes including jointing with seal ring leaving 10 mm gap for thermal expansion. 135 Bend without door (45°) 136 75mm 137 Bend without door (87.5°) 138 75mm bend 139 Y Fitting without door 140 75mm 141 Single Tee without door 142 75mm 143 Single Tee with door 144 75mm 145 Bend with door (87.5°) 146 75mm 147 Coupler 148 75mm 149 110mm 150 Providing, fixing, jointing and testing , ofPVC NahaniTrap without jali ofminimum 50 mm water seal, making necessarycuttingin slabor floors and making goodincluding supports with cement concrete 1:3:6complete as approved by Engineer-in-Charge. 151 110mm x 75mm (Toilet & Kitchen) 152 Providing and fixing PTMT grating of approved quality and colour. 153 Rectangular type with openable circular lid 154 150 mm nominal size square 100 mm diameter of the inner hinged round grating (including balcony) 155 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design : 156 150 x 100mm size P-type 157 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 158 Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete: 159 100 mm diameter 160 Excavating trenches by mechinical / manual means of required width for pipes cables etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth including getting out the excavated soil , and then returning the soil as required , in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed , within a lead of 50 m. 161 All kind of soil 162 Pipes, cables etc. exceeding 80 mm dia . But not exceeding 300mm dia. 163 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W.pipes including bed concrete as per standard design: 164 100mm dia SWpipe 165 EXTERNAL SEWERAGE & EXTERNAL WATER SUPPLY WORKS 166 COST OF SEWERAGE WORKS 167 Excavating trenches by mechinical / manual means of required width for pipes cables etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth including getting out the excavated soil , and then returning the soil as required , in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed , within a lead of 50 m. 168 up to 1.50 m depth 169 Pipes 80 mm to 300 mmdiameter 170 1.50 m to 3.00 m depth 171 Pipes 80 mm to 300 mmdiameter 172 Opentimbering in trenches including shuttering and shoring complete. (Measurement to be taken of the face area timbered) 173 Depth not exceeding 1.5 meter 174 Providing and laying NonpressureNP 2 class (light duty) RCC pipe with collars jointed withstiffmixtureofcement mortar in the proportion of 1:2 (1cement : 2 finesand ) includingtestingof joints etc. complete. 175 150 mm.dia. RCCPipes 176 Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size) upto the haunches of pipes including bed concrete as per standard design 177 150 mm.dia. RCCPipes 178 Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design. 179 Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg). 180 With common burnt clay FPS (non modular) bricks of class designation 75 181 (i) For Sewer Line 182 Extra for depth for manholes: 183 Size 90x80cm with With common burnt clay FPS (non modular) bricks of class designation 7.5 184 Providing orange colour safety footrests of minimum 6 mm thick plastic encapsulated as per IS:10910 on 12 mm dia steel bar conforming to IS:1786 having minimum cross section as 23 mm x 25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm thread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufactures permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. 185 COST OF EXTERNAL WATER SUPPLY WORKS 186 Providing & fixing G.I. pipes complete with G.I. fittings includingtenching and refilling etc. (external work) 187 25mm nominal bore. 188 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 189 25mm nominal bore. 190 Providing and fixing gun metal non- return valve of approved quality (screwed end) : (horizontal) 191 25mm nominal bore. 192 Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick,finished with a floating coat of neat cement complete as per standard design : 193 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 194 SUBMERSIBLE PUMP & BORING 195 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre below ground level. 300 mm dia 196 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of requireddia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 150 mm nominal size dia 197 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.150 mm Nominal Size dia 198 Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading& sizes as per actual requirement, all complete as per direction of Engineer-in-charge. 199 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by V notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. 200 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 150 mm Dia 201 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete.150 mm clamp 202 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I).150 mm Dia 203 Providing and fixing G.I. pipes complete with G.I. fittings includingtrenching and refilling etc. 204 50 mm nominal size dia 205 Electric logging of bore hole 206 Supply and Installation of 1 HP Submersible pump set complete 207 ELECTRICAL WORKS 208 SUB-HEAD - I: INTERNAL WIRING 209 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 210 Group - B 211 Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2 way modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 212 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 213 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire 214 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire 215 2 X 4 sq. mm + 1 X 4 sq. mm earth wire 216 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 amps modular switch, connection etc. as required. 217 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection etc. as required. 218 Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required 219 Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required 220 Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required. 221 Installation ,Testing, Commissioning of wall bracket /ceiling fittings of all sizes and shapes containing upto two GLS/CFL/LED lamps per fitting, complete with all accessories including connections etc. as required. 222 Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box forceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5mm thick M.S. sheet with its top surface hacked for proper bonding,top lid shall be screwed into the cast iron/ M.S. sheet box by means of3.3 mm dia round headed screws, one lock at the corners. Clamp shallbe made of 12 mm dia M.S. bar bent to shape as per standard drawing. 223 Supplying and fixing extra down rod of 10 cm length G.I. pipe, 15 mm dia, heavy gauge including painting etc. as required. (Note : More than 5 cm length shall be rounded to the nearest 10 cm and 5 cm or less shall be ignored) 224 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required 225 Upto 450 mm sweep 226 Extra for fixing the Louvers/ shutters complete with frame for exhaust fans of all sizes. 227 SUB-HEAD II - FANS & LIGHT FIXTURES: 228 Supply of LED 4ft Batten with a nominal system lumen output of 2000 lumens and a minimum system efficacy of 100 lm/W. The luminaire shall have a rated system lifetime of 25,000 burning hours at L70. The luminaire should have a color temperature of 4000K and CRI>80. The luminaire shall meet IP20 rating with THD < 10% and PF > 0.9. The luminaire housing should made of extrusion Al with a PCdiffuser. The total power consumption should not exceed 21W (including driver).Including connection with 1.5 sqmm FRLS PVC insulated copper conductor. 229 Supply and fixing of 9 Watt LED Inground UpLight luminaire Confirming to IP 66 Protection complete in all respect. 230 Supplying of 9 Watt Decorative LED Wall Light complete in all respect. 231 Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CMM/W) minimum 6.85, Air delivery minimum 215 CMM, 350 RPM (tolerance as per IS : 374- 2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required. 1200 mm sweep ceiling fan 232 Supplying of following size exhaust fan complete with gravity louver and connection with 3 core flexible wire as required. 233 300mm EXHAUST FAN 234 SUBHEAD- III: DISTRIBUTION BOARD 235 Supplying and fixing following way ,single pole and neutral,sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 236 12 way, Double Door 237 Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 238 Single pole 239 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. 240 Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc. in the existing trench, complete as required. 241 90 mm dia (OD-90 mm & ID-76 mm nominal) 242 SUB-HEAD -VI- TELEPHONE & LAN SYSTEM 243 Supplying, drawing, connecting and testing of 0.5 mm dia annealed copper conductor PVC insulated PVC sheathed telephone wire in existing conduit/wire way duct etc. as required of following sizes: 244 2 Pair (4 core) 245 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 246 20mm dia PVC conduit 247 Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc as required 248 1 or 2 Module (75mmX75mm) 249 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required 250 Telephone socket outlet 251 SUB-HEAD -VIII : L.T. CABLES 252 Laying of one number PVC insulated and PVC sheathed / XLPE powerCable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. 253 Up to 35 sq.mm. 254 Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as required 255 Upto 35 sq. mm (clamped with 1mm thick saddle 256 Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on cable tray as required. 257 Upto 35 sq. mm (clamped with 1mm thick saddle) 258 Supply of following siz of 1.1KV grade multicorealuminium conductor XLPE insulated and PVC shethed armoured cable as per IS 7098:1988 with up to date amendment 259 3 x 10 sq.mm, 260 Supplying and making cable end terminations with brasscompression gland and aluminium lugs for following size of PVC insulated PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade, completeas required. 261 2 X 10 sq. mm (19mm) 262 Providing, laying and fixing following dia G.I. pipe (mediumclass) in ground complete with G.I. fittings including trenching(75 cm deep)and re-filling etc as required 263 100 mm dia 264 Supplying and laying of following size DWC HDPE pipe ISI markedalong with all accessories like socket, bend, couplers etc.conforming to IS 14930, Part II complete with fitting and cutting,jointing etc.direct in ground (75 cm below ground level) includingexcavation and refilling the trench but excluding sand cushioningand protective covering etc., complete as required. 265 90 mm dia (OD-90 mm & ID-76 mm nominal) 266 SHED 267 Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kinds of soil 268 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 269 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from naturalsources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 270 R.C.C. work in foundation 271 R.C.C. work in Plinth Beam 272 R.C.C. work in Column 273 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). 274 R.C.C. work in Column 275 Centering and shuttering including strutting, propping etc. and removal of form for 276 Foundations, footings, bases of columns, etc. for mass concrete 277 Suspended floors, roofs, landings, balconies and access platform 278 Lintels, beams, plinth beams, girders, bressumers and cantilevers 279 Columns, Pillars, Piers, Abutments, Posts and Struts 280 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. 281 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes 282 Providing & Fixing of pollycarbonate sheet of thickness 22 mm all specification as per design, and colour Transparencyapproved by architect incharge (Brightight, Durotuffor Equivalent) including cost of all materials, labour tools and plants etc. required for proper completion of the work. 283 LANDSCAPE,PLANTATION & DEVELOPMENT 284 Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly leveling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or/and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure). 285 Supplying and stacking of good earth at site including royalty but including carriage1km (earth measusred in stacks will be reduced by 20% for payment). 286 Supplying and stacking at site dump manure from approved source, including carriage up to 1 km (manure measured in stacks will be reduced by 8% for payment) : Screened through sieve of I.S. designation 16 mm 287 Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge.. 288 Spreading ofmixed good earth and manure in specified proportions as above and in required thickness. 289 Rough dressing the trenched ground including breaking the clods. 290 Fine dressing the ground 291 Grassing with selection No.1 grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the good earth shall be paid for separately). 292 Uprooting weeds from the trenched area after 10 to 15 days after flooding with water including disposal of uprooted vegetation. 293 With grass Turf 294 Preparation of mounds of various size and shape by available excavated / supplied earth in layers not exceeding 20 cm in depth, breaking clods, watering of each layer, dressing etc., lead upto 50 meter and lift upto 1.5 m complete as per direction of Officer-in-charge. 295 Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) :Holes 90 cm dia, and 90 cm deep 296 Preparation of beds for hedging and shrubbery by excavating 60 cmdeep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately). 297 Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cost of plant & water) 298 Providing and stacking of Acacia auriculiformis of ht 150-165 cm in bag size of 25 cm as per direction of the officer-in-charge. 299 Providing and stacking of Adansonia digitata (kalp vricksh) of ht 150-165 cm in bag size of 25 cm as per direction of the officer-in-charge. 300 Providing and stacking of Bombax ceiba of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. 301 Providing and stacking of Bottle palm of ht. 150-180 cm bottom girth 20-25 cm well developed in big poly bags of size 25 cm as per direction of the officer-in-charge. 302 Providing and stacking of Bottle palm of ht. 270-300 cm bottom girth 40-50 cm well developed in big HDPE bags as per direction of the officer-in-charge 303 SHRUBS 304 Providing and stacking of Ficus panda of height 90-105 cm. with 10-12 branches and healthy foliage, well formed in cement pots of size 30 cm as per direction of the officer-in-charge.. 305 LIGHTING & EXTERNAL ELECTRIFICATION WORK 306 POLE LIGHTS Supply ,Installation ,Testing And Commissining OfTwinkle Lites Make 3000Mm Long Hybrid Decorative Pole With CastedAluminium Base And Ripped Gi Pole PipeWith Decorative Post Top Lantern Concord 1270Mm Long With Polycarbonate Diffuser In 60W Led Having Lumn Output Not Less Than 110Lmns/Watt With 10Kva Surge Prtector Designed As Per Architect In-Charge( Make- Twinkle Lite-/-Havells/Neri/Juvaas/Orient/ Thor) 307 Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge ,complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. 308 10.00 Sqmm 4 Core 309 25.00 Sqmm 3.5 Core 310 70.00 Sqmm 3.5 Core 311 Supply and erection of factory fabricated and wired metal clad dust and vermin proof floor mounting panel TPN switch board complete with the followingHRC type heavy duty TPN fuse switches with fuses and instrumen chamber etc. complete in all respects. The instrument chamber shall be separate and shall comprise of flush type ammeter, voltmerer, selector switches for ammeter and voltmeter,instrumentfuses, current transormer etc. The board shall have suitable capacity electroytic alumininumbusbars as per IS8623 istulate with heat shrink sleevingand mountend on non hygroscopic supports such as CMC/DMC support with deteachable side covers and shall be suitable for extension on the sides. The switches shall be complete with suitable cable end boxes, reverse entery boxes in case of pedestaal type, cable sockets, compressionglands and indicatinglamp on incomingetc. 312 Incoming 313 100 Amp. TPN-1 No 314 Outgoing 315 63 Amp. TPN-2 Nos. 316 Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc.conforming to IS 14930, Part II complete with fitting and cutting,jointing etc. in the existing trench, complete as required. 317 63 mm dia (OD-63 mm & ID-51 mm nominal) 318 Supply, Installation, Testing and Commissioning of LED RGB/RGBW Linear Wall Washer luminaire for Facade lighting with aluminium extruded housing, of following wattage. Luminaire shall be capable of producing dynamic color changing light with 16 million colors by DMX/Ethernet based control. The beam angle of the fitting shall be narrow, medium, wide or asymmetric as per the requirement. Luminaire shall be complete with driver andapable of operating at line voltage without any separate power supply from 100 to 270 V AC, 50 Hz, power factor > 0.9 . Fixture shall be suitable to operate at ambient temperature range of -10°C to +50°C and shall be IP 65 and IK06 rated. Lifetime should be at least L70:50000 burning hours at 50°C. Luminaire shall be conforming to BIS and shall be complete with all necessary accessories required for proper working of fixture including weather proof connection cables, water proof connectors etc. as required. 319 40 W 320 Supply and Fixing of Spike Light for trees 12 watt Warm White. (Including civil works) 321 COST OF C.C. INTERLOCKING 322 COST OF SAND STONE PATHWAY 323 INFORMATIVE & CULTURAL MURAL WALL 324 PROVISION OF TOURIST FACILITIES 325 STONE BENCHES 326 DUSTBIN 327 SIGNAGE A: INFORMATIVE SIGNAGE 328 SIGNAGE C: INFORMATIVE BOARD 329 DRINKING WATER FACILITY 330 ASTHBHUJA ROPEWAY 331 MULTI-PURPOSE HALL 332 Earth work in excavation in trenches for foundation pipes, cable etc in ordinary sol (Loam clay or sand) inlcuding lift upto 1.5 Mt. lead upto 30mt. and dressing of sides and rammings of bottom and disposal of surplus excavated earth as directed by the engineer. 333 Upto 1.5m depth 334 Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. 335 Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded stone aggregate 40 mm nominal size) and curing complete,including cost of form- work, in foundation and floors. 336 Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 kms. from the site of work and including watering, dressing etc rate to include cost of all materials labour T & P etc required for proper completion of work. 337 Providing and injecting chemical emulsion for pre constructional antitermite treatment and creating a chemical barrier under and alround the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete. 338 (plinth area of the building at ground floor only shall be measured as per I.S.6313 (PartII 1981) Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows : (1) Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm 339 (4) Treatment junction of wall and the floor 7.5 liters /sqm (5) Treatment of soil along external perimeter of building 7.5 liters/sqm (6) Treatment of soil under apron along external perimter 5 liters/sqm. (As per manufacturers standard dilution) 340 RCC work Providing and laying in position specified grade of reinforced cement concrete in Raft foundation, EXcluding the cost of centering, shuttering, finishing and excluding reinforcement - All work up to plinth level in : 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) 341 R.C.C. work in Footing 342 R.C.C. work in Beam 343 R.C.C. work in Column 344 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,abutments, posts and struts etc. including cost of centering, shuttering, finishing and excluding reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size). 345 Reinforced cement concrete work in beams, lintels suspended floors, roofs having balconies, shelves, chajjas, bands, staircases and spiral stair cases above plinth level up to floor five level, EXcluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stoneaggregate 20 mm nominal size) 346 SAME AS ABOVE BUT R.C.C. work in Beam 347 M-150 brick work in 1:6 (one cement and six coarse sand sand of 2.25 fineness modulus) mortar infoundation & plinth including supply of all materials, labour and T & P etc required for proper completion of the work. 348 Same as in item No.10 abovebutin super-structure above plinth level up to floor five level (up to four storeys) includingnecessarycutting and moulding of brick work asrequiredand also including honeycombed brick work in thickness of wall more than 12cms. (1:6 cement : coarse sand) 349 Same as in item no. 9 but in1:4 cement and coarse sand mortar in superstructure for wall thickness 12 cms & below brick work. 350 P/FFe 500 or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. 351 12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or roundedangles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. (1) 1 cement : 6 coarse sand. F.M.-2.25 352 15 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 6 coarse sand .F.M. 2.25 353 15mm thick plaster with cement mortar in proportion of 1:4 cement & coarse sand of 2.25 F.M. 354 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade ofthe slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :25 mm thick 355 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarsesand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 356 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture 357 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 358 Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : Red sand stone - Exposed face machine cut and table rubbed with rough backing. 40 mm thick 359 Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required. 360 Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases. 361 Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement (40 mm thick floor). 362 Construction of drain along apron 150X 150mm. 363 Stone work, plain in copings, cornices, string courses and plinth courses, upto 75 mm thick in Cement mortar 1:6 (1 cement : 6 coarse sand), including pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade. Red sand stone 364 Stone work plain ashlar in arches in super structure upto floor V level in cement mortar 1:3 (1 cement : 3 coarse sand) including centering,shuttering and pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade. 7.13.2.1 Red sand stone 365 Supplying, fabricating, transporting, hoisting and fixing in position good quality of 70 mm REd sandstone in various elements for all levels. Stone shall be free from cracks, lines stains and even in shade for each element. The The stone shall be fine grained and reddish or buff-colored (locally available). The work shall be carried out as per attached drawings with different process of i.e carving (manual/ by machine), ornamental work, traditional work, figure work (any type, any size), CNC cutting, moulding. The carving and molding work shall be of very good quality. The stones to be fixed in line, level and plumb in all respect with the use of brass clamps, pins, (to be paid separetely) dowels, cement slurry with matching pigment and Epoxy of Akemi Germany, Ardex Endura, MYK laticrete or approved make as required and as approved by the Architects. 366 Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steelprimer using structural steel etc. as required. 367 Hot finished welded type tubes 368 Providing and fixing ridges and hips in non-asbestos fibre cement high impact polypropylene reinforced roofing with suitable fixing accessories or self drilling fastener and EPDM washer etc. complete. Corrugated serrated adjustable ridges 369 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin- charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.(1.00 mm thick sheet) 370 Centering and shuttering including strutting, propping etc. and removal of form for 371 Foundations, footings, bases of columns, etc. for mass concree 372 Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick 373 Columns, Pillars, Piers, Abutments, Posts and Struts 374 PLUMBING WORKS 375 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS :13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 376 110 mm dia (for rain water) 377 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A,including jointingwithsealringconformingtoIS: 5382, leaving 10 mm gap for thermal expansion. 378 Single Push Fit Coupler 379 110 mm dia 380 Single tee with door 381 110x110x110 mm 382 Plain bend 87.5 deg 383 110 mm dia 384 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 385 110 mm dia 386 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. 387 ELECTRICAL WORKS 388 SUB-HEAD - I: INTERNAL WIRING 389 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 390 Group - B 391 Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2 way modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 392 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 393 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire 394 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire 395 2 X 4 sq. mm + 1 X 4 sq. mm earth wire 396 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection etc. as required. 397 Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required 398 SUB-HEAD II - FANS & LIGHT FIXTURES: 399 Supply of LED Flood light 50 Watt , suitable for 24Hr Continuous Operation, 110lm/W,PF>0.95, THD <10% at full load, CRI>80, Avg Life Class 50000Hrs @L70, CCT 3000K, complete in all respect, 400 Supplying, erection, connecting, testing and commissioning of 400 mm Wall Fancomplete in all respect. 401 SUBHEAD- III: DISTRIBUTION BOARD 402 Supplying and fixing following way ,single pole and neutral,sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 403 8 way, Double door 404 Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 405 Single pole 406 Double pole 407 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. 408 Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc. in the existing trench, complete as required. 409 90 mm dia (OD-90 mm & ID-76 mm nominal) 410 SUB-HEAD -VIII : L.T. CABLES 411 Laying of one number PVC insulated and PVC sheathed / XLPE powerCable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. 412 Up to 35 sq.mm. 413 Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as required 414 Upto 35 sq. mm (clamped with 1mm thick saddle 415 Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on cable tray as required. 416 Upto 35 sq. mm (clamped with 1mm thick saddle) 417 Supply of following siz of 1.1KV grade multicorealuminium conductor XLPE insulated and PVC shethed armoured cable as per IS 7098:1988 with up to date amendment 418 3 x 6 sq.mm, 419 Supplying and making cable end terminations with brasscompression gland and aluminium lugs for following size of PVC insulated PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade, completeas required. 420 2 X 6 sq. mm (19mm) 421 Supplying and laying of following size DWC HDPE pipe ISI markedalong with all accessories like socket, bend, couplers etc.conforming to IS 14930, Part II complete with fitting and cutting,jointing etc.direct in ground (75 cm below ground level) includingexcavation and refilling the trench but excluding sand cushioningand protective covering etc., complete as required. 422 90 mm dia (OD-90 mm & ID-76 mm nominal) 423 SHOP COMPLEX 424 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 425 Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. 426 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 427 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 428 Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : 429 Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres / sqm of the vertical surface of the substructure to a depth of 300 mm including excavation channel along the wall & rodding etc. complete: 430 With Chlorpyriphos/ Lindane E.C. 20% with 1%concentration 431 Treatment of soil under existing floors using chemicalemulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: 432 With Chlorpyriphos/Lindane E.C. 20% with 1%concentration 433 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 434 All works upto plinth level 435 Concrete of M25 grade with minimum cement content of 330 kg /cum 436 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 437 All works above plinth level upto floor V level 438 Concrete of M25 grade with minimum cement content of 330 kg /cum 439 Centering and shuttering including strutting, propping etc. and removal of form for 440 Foundations, footings, bases of columns, etc. for mass concrete 441 Suspended floors, roofs, landings, balconies and access platform 442 Lintels, beams, plinth beams, girders, bressumers and cantilevers 443 Columns, Pillars, Piers, Abutments, Posts and Struts 444 Brick Work with common burnt clay ( non modular) bricks of class - 150 in foundation and plinth in: Cement mortar 1:6 ( 1 cement : 6 coarse sand) 445 Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-lll) derived from natural sources : 4 graded stone aggregate 12.5 mm nominal size derived from natural sources) 446 Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7Kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil. 447 Brick Work with common burnt clay ( non modular) bricks of class - 150 in superstructure above plinth level up to floor V level in all shapes and sizes in: Cement mortar 1:6 ( 1 cement : 6 coarse sand) 448 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. 449 15 mm cement plaster on rough side of single or half brick wall of mix: 1:4 (1 cement: 4 coarse sand) 450 15 mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement: 6 coarse sand) 451 Ground Floor 452 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) 453 Ground Floor 454 Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers.Per bag of 50 kg cement used in the mix 455 Ground Floor 456 Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. 457 Ground Floor 458 Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand),jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600x600 mm 459 Ground Floor 460 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete.Size of Tile 600x600 mm 461 Ground Floor 462 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :25 mm thick 463 Ground Floor 464 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 465 Ground Floor 466 Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement (25 mm thick floor). 467 Providing and fixing factory made uPVC glazed/wire mesh windows/ doors comprising of lead free uPVC multi-chambered frame, sash andmullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced with galvanized mild steel section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and Inline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8 mm dia with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367 : Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all corners, including drilling of holes for fixing hardware and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of approved size and quality, all complete as per approved drawing conforming to CPWD specification & direction ofEngineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge. 468 Wire mesh / Glazing of plain/ toughened/ laminated/ double glass unit with / without high performance coatings as per design requirements and conforming to IS: 3548 & IS: 16231 shall be paid separately. Note:- Structural design proof checked from a Government Engineering Institute, to be provided by the manufacturer for : (i) Sites with basic wind speed > 45 m/sec as per IS 875 — Part 3 (ii) Sites with structure height more than 20m for all wind speedsThree track three panels sliding window with two glazed & one wire mesh panels with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body. 469 Using R4 series with frame (115 mm & above)x (45 mm & above) & both glazed and flyscreen sash (44 mm & above) x (55 mm &above) with zinc alloy (zamak) powder coatedhandle on every glazed panel along with multipointlocking system. (Height above 1.8m) 470 Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works 471 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture 472 Float glass panes4 mm thick glass pane (weight not less than 10 kg/sqm). 473 Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thickM.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 474 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 475 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part |!) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on bothfaces of shutters: 476 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 477 Extra for Providing and fixing flush doors with decorative veneering instead of non decorative ISI marked flush door shutters conforming to IS: 2202 (Part I)On both side only 478 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour :New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre 479 Ground Floor 480 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade:New work (Two or more coats applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) 481 Ground Floor 482 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 483 Ground Floor 484 Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to 485 IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. d) Finishing the surface with 20 mm thick 486 jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge : With average thickness of 120 mm and minimum thickness at khurra as 65 mm. 487 Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 488 Providing and fixing ball bearing for rolling 489 Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : Red/Pink sand stone - exposed face fine dressed with rough backing .70mm thick 490 Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required. 491 Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases. 492 Providing and fixing red sand stone brackets 55x22.5x45 cm sunk and moulded including providing and fixing with 4 Nos gun metal cramp 25x6 mm 30 cm long 493 Supplying, designing, fabricating, transporting, hoisting and fixing in position mural works in good quality of 70 mm Red sandstone, and 18mm marble insertion and 6-10mm powder coated MS sheet in various elements for all levels. Stone shall be free from cracks, lines stains and even in shade for each element. The stone shall be fine grained and reddish or buff-colored (locally available). The work shall be carried out as per attached drawings with different process of i.e carving (manual/ by machine), ornamental work, traditional work, figure work (any type, any size), CNC cutting, moulding, etching, buffing and polishing. The carving and molding work shall be of very good quality. The work to be fixed in line, level and plumb in all respect with the use of brass clamps, pins, (to be paid separetely) dowels, cement slurry with matching pigment and Epoxy of Akemi Germany, Ardex Endura, MYK laticrete or approved make as required and as approved by the Architect in charge. 494 Stone work, plain in copings, cornices, string courses and plinth courses, upto 75 mm thick in Cement mortar 1:6 (1 cement : 6 coarse sand), including pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade. Red sand stone 495 ELECTRICAL WORKS 496 SUB-HEAD - I: INTERNAL WIRING 497 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 498 Group - B 499 Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2 way modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 500 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 501 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire 502 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire 503 2 X 4 sq. mm + 1 X 4 sq. mm earth wire 504 4 x 10 sq.mm + 2 x 6 sq.mm. earth wire 505 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection etc. as required. 506 Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required 507 Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required 508 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required 509 5/6 A switch 510 3 pin 5/6 A socket outlet 511 Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required. 512 Installation ,Testing, Commissioning of wall bracket /ceiling fittings of all sizes and shapes containing upto two GLS/CFL/LED lamps per fitting, complete with all accessories including connections etc. as required. 513 Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box forceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5mm thick M.S. sheet with its top surface hacked for proper bonding,top lid shall be screwed into the cast iron/ M.S. sheet box by means of3.3 mm dia round headed screws, one lock at the corners. Clamp shallbe made of 12 mm dia M.S. bar bent to shape as per standard drawing. 514 Supplying and fixing extra down rod of 10 cm length G.I. pipe, 15 mm dia, heavy gauge including painting etc. as required. (Note : More than 5 cm length shall be rounded to the nearest 10 cm and 5 cm or less shall be ignored) 515 SUB-HEAD II - FANS & LIGHT FIXTURES: 516 Supply of LED 4ft Batten with a nominal system lumen output of 2000 lumens and a minimum system efficacy of 100 lm/W. The luminaire shall have a rated system lifetime of 25,000 burning hours at L70. The luminaire should have a color temperature of 4000K and CRI>80. The luminaire shall meet IP20 rating with THD < 10% and PF > 0.9. The luminaire housing should made of extrusion Al with a PCdiffuser. The total power consumption should not exceed 21W (including driver).Including connection with 1.5 sqmm FRLS PVC insulated copper conductor. 517 Supply ofSurface mounting round 12 Watt 15 Watt ,suitable for 24Hr Continuous Operation, 100lm/W,PF>0.95, THD <10% at full load, CRI>80, Avg Life Class 50000Hrs @L70,complete in all respect 518 Supply and fixing of 9 Watt LED Inground UpLight luminaire Confirming to IP 66 Protection complete in all respect. 519 Supplying of 9 Watt Decorative LED Wall Light complete in all respect. 520 Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CMM/W) minimum 6.85, Air delivery minimum 215 CMM, 350 RPM (tolerance as per IS : 374- 2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required. 1200 mm sweep ceiling fan 521 SUBHEAD- III: DISTRIBUTION BOARD 522 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 523 6 way Double door 524 Supplying and fixing following way surface/ recess mounting, vertical type, 415 V, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 A, tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCBs (but without MCBs and incomer) as required.(Note : Vertical type MCB TP DB is normally used where 3 phase outlet are required.) 525 4 way (4 + 12), Double door 526 Supplying and fixing following rating, four pole, 415 V, MCB in the existing MCB DB complete with connections, testing and commissioning etc. as required 527 40 amps TP MCB 528 40 amps 4P MCB 529 63 amps 4P MCB 530 Supplying and fixing following rating, double pole, (single phase and neutral), 240 V, residual current circuit breaker (RCCB),having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. As required. 531 25 amps 532 Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 533 Single pole 534 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. 535 Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc. in the existing trench, complete as required. 536 90 mm dia (OD-90 mm & ID-76 mm nominal) 537 SUB-HEAD -VI- TELEPHONE & LAN SYSTEM 538 Supplying, drawing, connecting and testing of 0.5 mm dia annealed copper conductor PVC insulated PVC sheathed telephone wire in existing conduit/wire way duct etc. as required of following sizes: 539 2 Pair (4 core) 540 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 541 20mm dia PVC conduit 542 Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc as required 543 1 or 2 Module (75mmX75mm) 544 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required 545 Telephone socket outlet 546 SUB-HEAD -VIII : L.T. CABLES 547 Laying of one number PVC insulated and PVC sheathed / XLPE powerCable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. 548 Up to 35 sq.mm. 549 Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as required 550 Upto 35 sq. mm (clamped with 1mm thick saddle 551 Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on cable tray as required. 552 Upto 35 sq. mm (clamped with 1mm thick saddle) 553 Supply of following siz of 1.1KV grade multicorealuminium conductor XLPE insulated and PVC shethed armoured cable as per IS 7098:1988 with up to date amendment 554 4 x 25 sq.mm 555 Supplying and making cable end terminations with brasscompression gland and aluminium lugs for following size of PVC insulated PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade, completeas required. 556 3½ X 25 sq. mm (28mm) 557 Providing, laying and fixing following dia G.I. pipe (mediumclass) in ground complete with G.I. fittings including trenching(75 cm deep)and re-filling etc as required 558 100 mm dia 559 Supplying and laying of following size DWC HDPE pipe ISI markedalong with all accessories like socket, bend, couplers etc.conforming to IS 14930, Part II complete with fitting and cutting,jointing etc.direct in ground (75 cm below ground level) includingexcavation and refilling the trench but excluding sand cushioningand protective covering etc., complete as required. 560 90 mm dia (OD-90 mm & ID-76 mm nominal) 561 SUB-HEAD - X : CABLE TRAY 562 Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray (Galvanisation thickness not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required. 563 100 mm wide x 50 mm depth x 1.6 mm thickness. 564 Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray bends (galvanisation not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required. 565 100 mm wide x 50 mm depth x 1.6 mm thickness. 566 Supplying and installing following size of perforated Hot DippedGalvanised Iron cable tray Tee (galvanisation not less than 50microns) with perforation not more than 17.5%, in convenientsections, joined with connectors, suspended from the ceilingwith G.I. suspenders including G.I. bolts & nuts, etc. as required. 567 100 mm wide x 50 mm depth x 1.6 mm thickness. 568 PLUMBING 569 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS :13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 570 110 mm dia (for rain water) 571 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A,including jointingwithsealringconformingtoIS: 5382, leaving 10 mm gap for thermal expansion. 572 Single Push Fit Coupler 573 110 mm dia 574 Single tee with door 575 110x110x110 mm 576 Plain bend 87.5 deg 577 110 mm dia 578 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 579 110 mm dia 580 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. 581 STAGE 582 Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. 583 Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. 584 Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. 585 Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 kms. from the site of work and including watering, dressing etc rate to include cost of all materials labour T & P etc required for proper completion of work. 586 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement 587 Concrete of M25 grade with minimum cement content of 330 kg /cum 588 Concrete of M25 grade with minimum cement content of 330 kg /cum 589 Centering and shuttering including strutting, propping etc. and removal of form for 590 Lintels, beams, plinth beams, girders, bressumers andcantilevers 591 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) 592 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : 593 Cement mortar 1:6 (1 cement : 6 coarse sand) 594 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 595 Thermo-Mechanically Treated bars of grade Fe-500D or more. 596 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level 597 Thermo-Mechanically Treated bars of grade Fe-500D or more 598 15mm thick plaster with cement mortar in proportion of 1:4 cement & coarse sand of 2.25 F.M. 599 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.Polished Granite stone slab of colour Black, Cherry/Ruby Red or equivalent 600 Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : Red sand stone - exposed face fine dressed with rough backing .40 mm thick 601 Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required. 602 Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases. 603 RENOVATION OF TOURIST COMPLEX 604 Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. 605 Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. 606 Demolishing brick work manually by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 mtrs leads as per direction of Engineer-in-charge in cement mortar. 607 Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. 608 Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. 609 Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of :G.S. Sheet 610 Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete 611 Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved 612 Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. 613 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement 614 Concrete of M25 grade with minimum cement content of 330 kg /cum 615 GROUND FLOOR 616 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. 617 Providing and fixing bright /matt finished Stainless Steel sliding door bolts of approved quality & make with necessary screws etc all complete. 250mm x 16mm . 618 Providing and fixing bright /matt finished Stainless Steel tower bolts of approved quality & make with necessary screws etc all complete. 250mm x 10mm . 619 Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete. 125 mm 620 Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). 621 Supply and fixing of flush doors, commercial quality conforming of I.S. 2202 part-1 (1983) including ISI marked oxidized iron fitting with screws, Bolt Hinges,Handles,Siliding bolt, Door Stopper and tower bolt etc. : 35 mm thick single leaf shutters 622 Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 623 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with 4.0 mm thick glass panes 624 Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works 625 15mm Cement plaster with cement mortar in proportion of 1:6 cement & coarse sand of single coat for interior plastering upto floor two level including internal rounded angles chamfers, and rounded angles not exceeding 80mm in girth and finished even and smooth. 626 Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to 1S:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. 627 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre 628 Finishing walls with exterior emulsion paint (Apex) of approved brand and manufacture and of required shade on undacorated wall surface to give even shade over @ 1.25 Ltr/10sqm including one coat of primer applid @ 0.75Ltr/10sqm coat curing and cost of all material, labour, T&P etc. required for proper completion of work.for two coat. 629 Finishing walls with Putty approved brand and manufacture and of required shade on undacorated wall surface to give even shade over including curing and cost of all material, labour, T&P etc. required for proper completion of work. 630 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished seamless type tubes 631 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 632 Providing and fixing ridges and hips in non-asbestos fibre cement high impact polypropylene reinforced roofing with suitable fixing accessories or self drilling fastener and EPDM washer etc. complete. Corrugated serrated adjustable ridges 633 Providing and fixing 15 cm wide, 45 cm overall semi-circular plain G.S. sheet gutter with iron brackets 40x3mm size, bolts, nuts and washers etc., including making necessary connections with rain water pipes complete. (I) 0.80 mm thick with zinc coating not less than 275 gm/m² 634 Painting or varnishing or iron works in small areas with one coat of ready mixed in priming paint & two coat of approved superior quality ready mixed paint of clear synthetic varnish including supply of all materials, labour and T&P etc. required for proper completion of work paint to be used should confirm to the I.S.I. No. 103 1950 635 Centering and shuttering including strutting, propping etc. and removal of form for 636 Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick 637 CLEANING OF GHAT & PLATEFORM 638 Cleaning the sand stone surface and removing dirt, dust, bird dropping, grease, oil, algae, fungus, monkey beats, vegetable growth etc., including providing, applying and washing the surface with liquid Ammonia Chemical of 5% solution and other chemical cleaning agent as approved by Archaeological Survey of India/ Engineer-in-charge, of approved brand and manufacturer, with the help of required scrubbers and also cleaning with machine operated water jet mixed with desired quantity of fine silica where ever required, without causing any scratching/ damage to the stone surface and finally washing the surface with clean water with the help of pressure jet machine, complete in all respect as per direction of Engineer-in-charge (The rate is inclusive of all materials & labours involved except scaffolding). KUND STEPS 639 Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.PATHWAY AREA AROUND KUND 640 Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar work M.S. RAILING KUND SIDE 641 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture 642 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) EXISTING COLUMN 643 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete EXISTING COLUMN 644 TOURIST SHELTER 645 Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. 646 Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. 647 Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 kms. from the site of work and including watering, dressing etc rate to include cost of all materials labour T & P etc required for proper completion of work. 648 Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : 649 Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres / sqm of the vertical surface ofthe substructure to a depth of 300mm including excavation channel along the wall & rodding etc. complete: 650 With Chlorpyriphos E.C. 20% with 1% concentration 651 Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: 652 With Chlorpyriphos E.C. 20% with 1% concentration 653 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement 654 Concrete of M25 grade with minimum cement content of 330 kg /cum 655 Concrete of M25 grade with minimum cement content of 330 kg /cum 656 Centering and shuttering including strutting, propping etc. and removal of form for 657 Foundations, footings, bases of columns, etc. for massconcrete 658 Suspended floors, roofs, landings, balconies and accessplatform 659 Lintels, beams, plinth beams, girders, bressumers andcantilevers 660 Columns, Pillars, Piers, Abutments, Posts and Struts 661 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) 662 Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size) 663 Applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. 664 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : 665 Cement mortar 1:6 (1 cement : 6 coarse sand) 666 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 667 Thermo-Mechanically Treated bars of grade Fe-500D or more. 668 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level 669 Thermo-Mechanically Treated bars of grade Fe-500D or more 670 15mm thick plaster with cement mortar in proportion of 1:4 cement & coarse sand of 2.25 F.M. 671 15mm thick plaster with cement mortar in proportion of 1:6 cement & coarse sand of 2.25 F.M. (1) 1 cement : 6 coarse sand 672 Ground Floor 673 12mm thick plaster with cement mortar in proportion of 1:6 cement & coarse sand of 2.25 F.M. (1) 1 cement : 6 coarse sand 674 Ground Floor 675 12mm thick plaster in 1:3 on ceiling and soffitsof stairs upto floor two level. 676 Ground Floor 677 Making groove 10 to 12 mm wide x 8 mm deep in plaster of the wall or in ceiling vertically or horizontally as required. 678 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two or more coats) over and including waterthinnable priming coat with cement primer 679 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade:New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) 680 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 681 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cementmortar 1 : 4 (1 cement : 4 coarse sand) : 682 25 mm thick 683 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. 684 Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations:(a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand) admixed with water proofingcompound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. 685 (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. “All above operations to be done in order and as directed and specified by the Engineer-in-Charge”: 686 Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : Red sand stone - exposed face fine dressed with rough backing .70mm thick 687 Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required. 688 Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases. 689 Stone work, plain in copings, cornices, string courses and plinth courses, upto 75 mm thick in Cement mortar 1:6 (1 cement : 6 coarse sand), including pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade. 690 Red sand stone 691 Supplying, designing, fabricating, transporting, hoisting and fixing in position mural works in good quality of 70 mm Red sandstone, and 18mm marble insertion and 6-10mm powder coated MS sheet in various elements for all levels. Stone shall be free from cracks, lines stains and even in shade for each element. The stone shall be fine grained and reddish or buff-colored (locally available). The work shall be carried out as per attached drawings with different process of i.e carving (manual/ by machine), ornamental work, traditional work, figure work (any type, any size), CNC cutting, moulding, etching, buffing and polishing. The carving and molding work shall be of very good quality. The work to be fixed in line, level and plumb in all respect with the use of brass clamps, pins, (to be paid separetely) dowels, cement slurry with matching pigment and Epoxy of Akemi Germany, Ardex Endura, MYK laticrete or approved make as required and as approved by the Architect in charge. 692 PLUMBING WORK 693 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS :13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 694 110 mm dia (for rain water) 695 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A,including jointingwithsealringconformingtoIS: 5382, leaving 10 mm gap for thermal expansion. 696 Single Push Fit Coupler 697 110 mm dia 698 Single tee with door 699 110x110x110 mm 700 110 mm dia 701 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 702 110 mm dia 703 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. 704 ELECTRICAL WORK 705 SUB-HEAD - I: INTERNAL WIRING 706 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 707 Group - B 708 Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2 way modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 709 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 710 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire 711 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire 712 Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required 713 Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required 714 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required 715 5/6 A switch 716 3 pin 5/6 A socket outlet 717 Installation ,Testing, Commissioning of wall bracket /ceiling fittings of all sizes and shapes containing upto two GLS/CFL/LED lamps per fitting, complete with all accessories including connections etc. as required. 718 Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box forceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5mm thick M.S. sheet with its top surface hacked for proper bonding,top lid shall be screwed into the cast iron/ M.S. sheet box by means of3.3 mm dia round headed screws, one lock at the corners. Clamp shallbe made of 12 mm dia M.S. bar bent to shape as per standard drawing. 719 Supplying and fixing extra down rod of 10 cm length G.I. pipe, 15 mm dia, heavy gauge including painting etc. as required. (Note : More than 5 cm length shall be rounded to the nearest 10 cm and 5 cm or less shall be ignored) 720 SUB-HEAD II - FANS & LIGHT FIXTURES: 721 Supply of Surface mounting square 20 Watt , suitable for 24Hr Continuous Operation, 100lm/W,PF>0.95, THD <10% at full load, CRI>80, Avg Life Class 50000Hrs @L70,complete in all respect. 722 Supply and fixing of 9 Watt LED Inground UpLight luminaire Confirming to IP 66 Protection complete in all respect. 723 Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CMM/W) minimum 6.85, Air delivery minimum 215 CMM, 350 RPM (tolerance as per IS : 374- 2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required. 1200 mm sweep ceiling fan 724 SUBHEAD- III: DISTRIBUTION BOARD 725 Supplying and fixing following way ,single pole and neutral,sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 726 6 Way Double Door 727 Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 728 Single pole 729 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. 730 Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc. in the existing trench, complete as required. 731 90 mm dia (OD-90 mm & ID-76 mm nominal) 732 SUB-HEAD -VIII : L.T. CABLES 733 Laying of one number PVC insulated and PVC sheathed / XLPE powerCable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. 734 Up to 35 sq.mm. 735 Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as required 736 Upto 35 sq. mm (clamped with 1mm thick saddle 737 Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on cable tray as required. 738 Upto 35 sq. mm (clamped with 1mm thick saddle) 739 Supply of following siz of 1.1KV grade multicorealuminium conductor XLPE insulated and PVC shethed armoured cable as per IS 7098:1988 with up to date amendment 740 3 x 6 sq.mm, 741 Supplying and making cable end terminations with brasscompression gland and aluminium lugs for following size of PVC insulated PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade, completeas required. 742 2 X 6 sq. mm (19mm) 743 Supplying and laying of following size DWC HDPE pipe ISI markedalong with all accessories like socket, bend, couplers etc.conforming to IS 14930, Part II complete with fitting and cutting,jointing etc.direct in ground (75 cm below ground level) includingexcavation and refilling the trench but excluding sand cushioningand protective covering etc., complete as required. 744 90 mm dia (OD-90 mm & ID-76 mm nominal) 745 COST OF C.C. INTERLOCKING 746 COST OF KOTA STONE PATHWAY 747 COST OF TREE PLATEFORM 748 BOLDER PITCHING 749 Excavation of foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. 750 Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) and curing complete,including cost of form- work, in foundation and floors. 751 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for thefollowing grades of concrete.Note: Extra cement up to 10% of the minimum specified cementcontent in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall havediscretion to either re-design the mix or bear the cost of extracement 752 All works upto plinth level 753 Concrete of M25 grade with minimum cement content of 330 kg /cum 754 Column 755 Centering and shuttering 756 Foundations, footings, bases of columns, etc. for massconcrete 757 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. 758 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more 759 Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete. 760 15 mm cement plaster on rough side of single or half brick wall of mix 1:4 (1 cement: 4 coarse sand) 761 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) 762 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 763 Providing and fixing PTMT grating of approved quality and colour. 764 Circular type -125 mm nominal dia with 25 mm waste hole 765 LANDSCAPE,PLANTATION & DEVELOPMENT WORKS 766 Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly leveling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or/and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure). 767 Supplying and stacking of good earth at site including royalty but including carriage1km (earth measusred in stacks will be reduced by 20% for payment). 768 Supplying and stacking at site dump manure from approved source, including carriage up to 1 km (manure measured in stacks will be reduced by 8% for payment) : Screened through sieve of I.S. designation 16 mm 769 Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge.. 770 Spreading ofmixed good earth and manure in specified proportions as above and in required thickness. 771 Rough dressing the trenched ground including breaking the clods. 772 Fine dressing the ground 773 Grassing with selection No.1 grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the good earth shall be paid for separately). 774 Uprooting weeds from the trenched area after 10 to 15 days after flooding with water including disposal of uprooted vegetation. 775 With grass Turf 776 Preparation of mounds of various size and shape by available excavated / supplied earth in layers not exceeding 20 cm in depth, breaking clods, watering of each layer, dressing etc., lead upto 50 meter and lift upto 1.5 m complete as per direction of Officer-in-charge. 777 Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) :Holes 90 cm dia, and 90 cm deep 778 Preparation of beds for hedging and shrubbery by excavating 60 cmdeep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately). 779 Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cost of plant & water) 780 Providing and stacking of Acacia auriculiformis of ht 150-165 cm in bag size of 25 cm as per direction of the officer-in-charge. 781 Providing and stacking of Adansonia digitata (kalp vricksh) of ht 150-165 cm in bag size of 25 cm as per direction of the officer-in-charge. 782 Providing and stacking of Bombax ceiba of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. 783 Providing and stacking of Bottle palm of ht. 150-180 cm bottom girth 20-25 cm well developed in big poly bags of size 25 cm as per direction of the officer-in-charge. 784 Providing and stacking of Bottle palm of ht. 270-300 cm bottom girth 40-50 cm well developed in big HDPE bags as per direction of the officer-in-charge 785 SHRUBS 786 Providing and stacking of Ficus panda of height 90-105 cm. with 10-12 branches and healthy foliage, well formed in cement pots of size 30 cm as per direction of the officer-in-charge.. 787 PROVISION OF TOURIST FACILITIES 788 STONE BENCHES 789 DUSTBIN 790 SIGNAGE A: INFORMATIVE SIGNAGE 791 SIGNAGE C: INFORMATIVE BOARD 792 DRINKING WATER FACILITY 793 LIGHTING & EXTERNAL ELECTRIFICATION WORK 794 SUBHEAD- I: M.V. PANELS 795 Supply & Erection of factory fabricated & wired metal clad dust and vermin proof mounting, M.S Channel Base with botom and top cable entreis Electrical control panel with TPN ACB (65KA, 4 Pole Elect draw out Micor Processer Release IPR2) and TPN MCCBs (four Pole 36 KA with thermal magnatic release) switches and instrument chamber etc. complete in all respect. The instrument chamber shall be separate and shall comprise of flush type/digital ammeter Voltmeter, Selector switches for ammeter and Voltmeter, instrument fuses current transformer etc. The Board shall have suitable capacity electrolytic aluminium busbars as per IS8623 insulated with heat shrink sleeving and mounted on non hygroscopic supports such as CMC/DMC support with deteachable side covers and shall be suitable for extension on the sides. The switches enty boxes shall be complete with suitable cable end boxes reverse. The job includes the grounting of the board as per directions of Engineer-in-charge. All out goings of 100 Amp. and above will be provided with Amp. Metre, curent transformer and selector switches etc. and insurment fuse The switch board shall be fabicated with CRCA sheet with a minimum thickness of 1.6mm/2mm. Cubical type switch board shall be of cat A & B only. 796 FEEDER PILLAR-1 797 INCOMING 798 1No. Of 125 Amps FP MCCB of 35KA breaking capacity 799 Metering : 800 1 Set of CTs one of 125/ 5Amp ratio for Multifunction Meter 801 One (1) Set of Phase Indication Lamp. 802 BUS BAR 803 1 Set of 160 Amps TPN Aluminium Bus Bars 804 OUTCOMING 805 100 Amps 4P MCB of 10KA - 2 No 806 25 Amps DP MCB of 10KA - 2 No 807 16 Amps DP MCB of 10KA - 5 No 808 2 No. SPACE & SPARE 809 Panel described as above 810 FEEDER PILLAR-2 811 INCOMING 812 1No. Of 100 Amps FP MCCB of 35KA breaking capacity 813 Metering : 814 1 Set of CTs one of 100/ 5Amp ratio for Multifunction Meter 815 One (1) Set of Phase Indication Lamp. 816 BUS BAR 817 1 Set of 160 Amps TPN Aluminium Bus Bars 818 OUTCOMING 819 63 Amps 4P MCB of 10KA - 2 No 820 16 Amps DP MCB of 10KA - 6 No 821 2 No. SPACE & SPARE 822 Panel described as above 823 TOTAL 824 SUBHEAD: - II - EARTHING 825 Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required 826 Earthing with G.I. earth plate 600 mm x 600 mm x 6 mm thick including accessories , and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. (but with charcoal or coke and salt) as required. 827 Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) 828 Providing and laying earth connection from earth electrode with 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earth electrode including connection with G.I. thimble excavation and re-filling as required. 829 TOTAL 830 SUB-HEAD -III : L.T. CABLES 831 Laying of one number PVC insulated and PVC sheathed / XLPE powerCable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. 832 Up to 35 sq.mm. 833 Laying of one number additional PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground in the same trench in one tier horizontal formation including excavation, sand cushioning, rotective covering and refilling the trench etc as required 834 Up to 35 sq.mm. 835 Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as required 836 Upto 35 sq. mm (clamped with 1mm thick saddle 837 Supply of following siz of 1.1KV grade multicorealuminium conductor XLPE insulated and PVC shethed armoured cable as per IS 7098:1988 with up to date amendment 838 3.5 x 50 sq.mm 839 3.5 x 25 sq.mm. 840 3 x 6 sq.mm, 841 Supplying and making cable end terminations with brasscompression gland and aluminium lugs for following size of PVC insulated PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade, completeas required. 842 2 X 6 sq. mm (19mm) 843 3½ X 35 sq. mm (32mm) 844 3½ X 50 sq. mm (35mm) 845 Providing, laying and fixing following dia RCC pipe NP2 class (light duty) in ground complete with RCC collars, jointing with cement mortar 1:2 (1 cement : 2 fine sand) including trenching (75 cm deep) and refilling etc as required. 846 100mm dia 847 Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc.direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required. 848 90 mm dia (OD-90 mm & ID-76 mm nominal) 849 TOTAL 850 SUBHEAD - IV :Miscellaneous 851 Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : 852 With common burnt clay F.P.S.(non modular) bricks ofclass designation 7.5 853 TOTAL RS. 854 SUBHEAD - V: EXTERNAL LIGHTING 855 POLE LIGHTS Supply ,Installation ,Testing And Commissining OfTwinkle Lites Make 3000Mm Long Hybrid Decorative Pole With CastedAluminium Base And Ripped Gi Pole PipeWith Decorative Post Top Lantern Concord 1270Mm Long With Polycarbonate Diffuser In 60W Led Having Lumn Output Not Less Than 110Lmns/Watt With 10Kva Surge Prtector Designed As Per Architect In-Charge( Make- Twinkle Lite-/-Havells/Neri/Juvaas/Orient/ Thor) 856 Supply, Installation, Testing and Commissioning of LEDRGB/RGBW flood lighting luminaire for facade lighting with Die- cast aluminium housing, powder- coated finish, of following wattage. Luminaire shall be capable of producing dynamic color changing light for with 16 million colors by DMX/ Ethernet based control. The be amangle of the fitting shall be narrow, medium, wide or asymmetric as per the requirement. Luminaire shall be complete with driver and capable of operating at line voltage without any separate power supply from 100-270 VAC, 50Hz with power factor>0.9. Fixture shall be suitable to operate at anambient temperature range of-10°Cto +50° C and shall be IP65 and IK06 rated. Life time shall be atleast L70:50000 burning hours at 50°C. Luminaire shall be conforming to BIS(IS10322) and shall be complete with all necessary accessories required for proper working of fixture in cluding weatherproof connection cables, waterproof connector setc. as required. 30 W 857 Supply, Installation, Testing and Commissioning of LED RGB/RGBW Linear Wall Washer luminaire for Facade lighting with aluminium extruded housing, of following wattage. Luminaire shall be capable of producing dynamic color changing light with 16 million colors by DMX/Ethernet based control. The beam angle of the fitting shall be narrow, medium, wide or asymmetric as per the requirement. Luminaire shall be complete with driver andapable of operating at line voltage without any separate power supply from 100 to 270 V AC, 50 Hz, power factor > 0.9 . Fixture shall be suitable to operate at ambient temperature range of -10°C to +50°C and shall be IP 65 and IK06 rated. Lifetime should be at least L70:50000 burning hours at 50°C. Luminaire shall be conforming to BIS and shall be complete with all necessary accessories required for proper working of fixture including weather proof connection cables, water proof connectors etc. as required. 858 Supply and Fixing of Spike Light for trees 12 watt Warm White. (Including civil works) 859 Supply and fixing of steplight Robust DESIGN IP67/IK10 easy to mount with suitable mounting box BWG 50led50/NWPSU 220-240V IP67 7043(Philips/Panasonic/Havells or Equivalent) 860 Supply and Fixing 24 Wattage Burial UNIIn Ground- Burial ip68 waterproof BBP343 LED2400/1800/WW 24W/18W 20D 100-240V (Philips/Siems/or Equivalent) 861 Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 862 Double pole 863 Supplying,installation,testing and commissioning of Astronomical time switch of following configuration to be mounted in feeder pillars / Lighting DBs for automatic switching On & OFF of street lights at sun set & sun rise or twilight(Auto ON, Auto OFF, Auto modes) with manual override facility with 12/24 hour display format with suitable battery and indication for relay status i/c programming at site complete as required. 864 1 output per phase and suitable for single phase supply 865 Erection of metallic pole of following length in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) foundation including excavation and refilling etc. as required. 866 Above 6.5 metre and upto 8.0 metre 867 Supplying and embedding following dia G.I. pipe (medium class) in pole collar/ foundation (during casting) for cable entry including bending the pipe to the required shape complete as required 868 32 mm dia 869 G.S.T. Extra as per Applicable
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Uttar Pradesh View Result →
38.
Housing Urban and Rular Development #9443614 Technical Bid
tender for Tourism Development Work Of Amriteshwar Nath Shiv Mandir At Payagpur, Distt.-Bahraich, Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. Filling of earth in plinth in 20cm layer including leveling, dressing and watering and also including of supply of earth including carted loading & unloading as per direction of Engineer lincharge.. Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1.5:3 (1 cement: 1.5 coarse sand (zone-III) derived from natural sources 3 graded stone aggregate 20 mm nominal size derived from natural sources) Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 150 in super structure above plinth level up to floor v level in all shapes and size in:1:4 (1 cement: 4 sand) Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement: 1.5 coarse sand(zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement: 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement: 2 stone dust) with an admixture of pigment matching the stone shade: (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately): Red sand stone - Exposed face machine cut and table rubbed with rough backing. 50 mm thick T.M.T.-FE-500 steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastage & over lapping & hooks. Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement: 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required. Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement: 2 coarse sand), including making the necessary chases. Stone work, plain in copings, cornices, string courses and plinth courses, upto 75 mm thick in Cement mortar 1:6 (1 cement: 6 coarse sand), including pointing with white cement mortar 1:2 (1 white cement: 2 stone dust) with an admixture of pigment matching the stone shade. Red sand stone Supply fabrication transporting, hoisting and fixing in position good quality of 70mm Red sandstone in various elements for all levels, stone shall be free from cracks, lines stains and even in shade for each element The The stone shall be fine grained and reddish or buff-colored (locally available). The work shall be carried out as per attached drawings with different process of ie carving (manual/ by machine), ornamental work, traditional work, figure work (any type, any size), CNC cutting, moulding. The carving and molding work Shall be of very good quality. The stones to be fixed in line, level and plumb in all respect with the use of brass clamps, pins, (to be paid separetely) dowels, cement slurry with matching pigment and Epoxy of Akemi Germany, Ardex Endura, MYK laticrete or approved make as required and as approved by the Architects Supply fabrication & fixiing,in position ornamental Jharokha of cement concrete of size 500 mm x 700 mm & 200 mm wide. Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in mouldings as in cornices, windows sills etc, including setting in cement mortar 1:3 (1 cement: 3 coarse sand) cost of required centering, shuttering but, excluding the cost of reinforcement, with 1:1.5:3 (1 cement: 1.5 coarse sand(zone-III) derived from natural sources 3 graded stone aggregate 20 mm nominal size derived from natural sources). Treatment of soil under existing floors using chemical emulsion @one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1:2 (1 cement 2 Coarse sand) to match the existing floor:With Chlorpyriphos/Lindane E.C. 20% with 1% concentration Sand filling in plinth under floors including watering, ramming, consolidating and dressing complete including lead up to 50m and lift upto 1.5m and including cost of sand, Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement: 2 coarse sand 4 graded stone aggregate 12.5 mm nominal size). Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil. Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 150 in sub structure below plinth level in all shapes and size in:1:6 (1 cement: 6 sand) Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 150 in super structure above plinth level Jup to floor v level in all shapes and size in:1:6 (1 cement: 6 sand) Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement 1:1.5:3 (1 cement: 1.5 coarse sand(zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources) Providing and fixing factory made door frame (single rebate) made out of single piece extruded solid PVC foam profile with homogenous fine cellular structure having smooth outer integral skin having 62 mm width & 32 mm thickness, frame will be mitred & Jointed with self driven self tapping screws of size 38 mm x 4 mm & PVC solvent cement, including fixing the frame to wall with suitable dia & length anchor fastener as per manufacturers specification and direction of Engineer-in- charge. 30 mm thick factory made Polyvinyl Chloride (PVC) door shutter made of styles and rails of a PVC hollow section of size 60x30 mm and wall thickness 2 mm (± 0.2 mm), with inbuilt decorative moulding edging on one side. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 25x20 mm and 1 mm (± 10.1 mm) wall thickness. The lock rail made up of H section, a PVC hollow section of size 100x30 mm and 2 mm (± 0.2 mm) wall thickness fixed to the shutter styles by means of plastic/ galvanised M.S. U cleats. The shutter frame filled with a PVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers. complete, aa Monitoring all complete as per approved drawing & direction of E Providing and fixing factory made uPVC white colour casement/casement cum fixed glazed windows comprising of uPVC multi-chambered frame, sash and mullion (where ever (required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriate dimension, EPDM gasket, stainless steel (SS 304 grade) friction hinges, zinc alloy (white powder coated) casement handles, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardwares and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealant shall be paid separately). Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. Note: For uPVC frame, sash and mullion extruded profiles minus 5% tolerancein dimension i.e. in depth & width of profile shall be acceptable.Casement cum fixed panel window having both end single casement panel, middle fixed panels and at top completely fixed ventilator with S.S friction hinges (350 x 19 x 1.9) made of (big series) frame 67 x 60 mm, sash 67 x 80 mm & mullion 67 x 80 mm all having wall thickness of 2.3 ± 0.2 mm and single glazing bead/double glazing bead of appropriate dimension. (Area of window above 3.00 sqm upto 5.00 sqm). Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to openings wooden frames with rawl plugs screws etc. 15 mm cement plaster of mix: 1: 4 (1 cement: 4 coarse sand) 12 mm cement plaster of mix: 1:6 (1 cement: 6 coarse sand) Providing and fixing stone jali 40 mm thick throughout in cement mortar 1:3 (1 cement: 3 coarse sand), including pointing in white cement mortar 1:2 (1 white cement: 2 stone dust) with an admixture of pigment, matching the stone shade, jali slab without any chamfers etc. Red sand stone Cement concrete flooring 1:2:4 (1 cement 2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement (25 mm thick floor). Providing and laying Vitrified floor tiles Kajariya KERRO Brand Jor Equivailent brand of super quality in different size (thickness specified by manufacture) with water absorption less than 10.80% and confirming to IS 15622 of approved make in all colors & shade laid on 20mm thick cement mortar 1:3 (1 cement 3 coarse sand) including grouting the joint with white cement and matching pigments etc complete (Size of tiles 600x600mm) [Skirting] 25mm Thick Kota Stone Slab flooring over 20mm (average) thick base laid over and jointed with grey cement slurry mix with pigment to match the shade of slab includig rubbing and polishing complete with base of cement morter. 25mm Thick Kota Stone Slab flooring over 20mm (average) thick base laid over and jointed with grey cement slurry mix with pigment to match the shade of slab includig rubbing and polishing complete with base of cement morter. Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade: New work (two or more coats) over and including water tinnable priming coat with cement primer Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 Itr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm).. Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. Painting Steel work with Deluxe Multi Surface Paint to give an leven shade. Two or more coat applied @ 0.90 tr/10 sqm over Jan under coat of primer applied @ 0.80 Itr/10 sqm of approved brand and manufacture Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in- charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement: 5 coarse sand) admixed with water proofing compound conforming to IS: 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement:5 coarse sand) admixed with water proofing compound conforming to IS: 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. (C) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS: 2645 and approved by Engineer-in-charge.(d) Finishing the surface with 120 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS: 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep.(e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.All above operations to be done in order and as directed and specified by the Engineer-in-Charge :With average thickness of 120 mm and minimum thickness at khurra as 65 mm. Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanitycounters, windowsills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cementmortar 1:4 (1 cement: 4 coarse sand), joints treated with white cement,mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Area of slab over 0.50 sqm (Granite of any shade) Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement: 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement: 2 stone dust) with an admixture of pigment matching the stone shade: (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) Red sand stone exposed face fine dressed with rough backing. 50 mm thick Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS: 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require a) White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tappillar tap. Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS: 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required W.C. pan with ISI marked white solid plastic seat and lid Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge. Providing and fixing rubbed stone slab table, edges rounded and polished, 75 cm high 50 cm deep and 18mm thick, fixed in Jurinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement: 2 coarse sand 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in-charge and finished smooth. Granite stone of approved shade roviding and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge 15 mm nominal bore Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in- charge Providing and fixing CP BrassToilet Paper Holder of approved quality & make and as per the direction of Engineer-in-charge Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS: 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required W.C. pan with ISI marked white solid plastic seat and lid Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge. Providing and fixing rubbed stone slab table, edges rounded and polished, 75 cm high 50 cm deep and 18mm thick, fixed in Jurinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement: 2 coarse sand 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in-charge and finished smooth. Granite stone of approved shade roviding and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge 15 mm nominal bore Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in- charge Providing and fixing CP BrassToilet Paper Holder of approved quality & make and as per the direction of Engineer-in-charge Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. Providing & fixing baby Stainless Steel Baby Diaper cahnging station material unit dimensions depth (closed) VW-905 mm x H- 502 mm extension (open) 104 mm, 495 mm. Maximum load 25 Kgs Stainless steel #304 stain finish complete with all accessories & fittings as per drawing, bybo design, W00008 set- weisis (Euronics/Cera/Jaquar/Kohler/Toto or equivalent) Supply & fixing of CP soap tray fixed to the wall with PVC rubber plug with CP barss screws Make - Hindware, Model- F840004 Supply & fixing of CP brass plated health faucet with double lock 1.5 m long flexible hose with mounting bracket Make - Hindware, Model-F160002 Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement: 4 coarse sand) for sluice valve, with C.J. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement: 2 coarse sand 4 graded stone aggregate 20mm nominal size) i/c necessary excavation, foundation concrete 1:5:10 (1 cement: 5 fine sand 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement: 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design: With common burnt clay F.P.S.(non modular) bricks of class designation M-15 Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete: 25 to 40 mm nominal bore Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete: 50 to 80 mm nominal bore Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 15mm nominal bore Providing and fixing G.I. pipes complete with G.l. fittings and clamps, i/c cutting and making good the walls etc.(Internal Work) 32 mm dia nominal bore. (medium duty) Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 15 mm nominal outer dia Pipes Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 20 mm nominal outer dia Pipes CPVC 25 mm nominal outer dia Pipes Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion(i) Single socketed pipes. a) 110mm diameter Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement 4 coarse sand) and making good the wall etc. complete. a) 110mm Providing & fixing CPVC pipes complete with CPVC fittings & clamps including cutting & making good the walls etc. (internal work) Exposed on wall a) 25mm dia nominal bore (medium duty) Providing & fixing CP brass short body of approved quality conforming to IS 8931 a) 15mm nominal bore Providing and fixing gun metal gate valve with wheel of approved quality. 25 mm nominal bore Providing and fixing gun metal gate valve with wheel of approved quality. 50 mm nominal bore Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete b) 25 mm nominal bore Providing and placing on terrace (at all floor levels) polyethylene water storage tank of approved brand and manufacture with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. a) Circular Tank Providing and fixing square mouth UPVC S.W.R. Gully trap grade A complete with C.I. grating brick masonry chamber with F.P.S. bricks of class designation 75 and water tight C.I. cover with frame of 300 x 300mm. size (inside) the weight of cover to be not less than 4.50 Kg and frame to be not less than 2.70 Kg as per standard design.a) 150 x 110 mm. size P type With Sewer bricks conforming to IS: 4885 Constructing brick masonry manhole in cement mortar 1:4 (1) cement:4 coarse sand) RCC top slab with 1:2:4 mix (1 cement 2 coarse sand: 4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement 4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement:2 coarse sand 4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design Inside size 90x80X50cms including Cl cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg) With FPS bricks of class designation 150 (i) For Sewer Line extra for depth of man hole size 90x80 cm Providing M.S. foot rest including fixing with 20x20x10 cm. cement concrete block 1:3:6 (1 cement: 3 coarse sand: 6 gradded aggregate of nominal size 20mm) as per standard design with 20x20mm sq bars. Providing & fixing centrifugally (cast spun) 100mm dia vent pipes, Providing & fixing centrifugally (cast spun) 75mm dia vent pipes. Providing lead caulked joints to sand cost iron/ cetrifugally cast (squn) irons pipes & fitting of dia. 100 mm Providing lead caulked joints to sand cost iron/ cetrifugally cast (squn) irons pipes & fitting of dia. 75 mm Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement 2 coarse sand 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc.: For 100 mm dia pipe For 75 mm dia pipe Providing & fixing Cost iron coller: 100 mm dia Providing & fixing Cost iron coller: 75 mm dia Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors: 100 mm inlet 75 mm outlet Providing and fixing plaincast iron ss sanitary bend; 100 mm Providing and fixing plaincast iron ss sanitary bend; 75 mm Providing and fixing centrifugaly cast iron single eual plai junction of reuired degree: 100x100x100 mm Providing and fixing centrifugaly cast iron single eual plai junction of reuired degree: 75x75x75 mm Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement 2 coarse sand: 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement: 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand: 10 graded stone aggregate 40 mm nominal size) all-round S.VV. pipes including bed concrete as per standard design: 110/75 mm dia 150 mm dia Providing and fixing G.l. pipes complete with G.l. fittings & clamps including cutting & making good the wall etc. internal work exposed on wall 25 mm dia nominal bore Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality 25 mm nominal dia bore Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m: All kinds of soil 80 mm dia but not exceeding 300 mm dia. Providing, laying and jointing glazed stoneware pipes class SP- 1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement: 1 fine sand) including testing of joints etc. complete 100 mm dia. Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete: 150 mm dia. R.C.C. pipe Providing & fixing gun metal non return valve of approved quality (screwed End) 50 mm nominal bore vertical Providing & Fixing G.I. pipes complete with G.I. Fittings including trenching & refilling etc. 25 mm nominal bore Providing & Fixing G.I. pipes complete with G.I. Fittings including trenching & refilling etc.32 mm nominal bore Providing & Fixing sand of grading zone V or coaser grade alround the G.I. pipe in external work 25 mm dia. Providing & Fixing sand of grading zone V or coaser grade alround the G.I. pipe in external work 50 mm dia.. Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works Providing & fixing ridges and hips in non-asbestos fibre cement high impact polypropylene reinforced roofing with suitable fixing accessories or self drilling fastener and EPDM washer etc.complete. Corrugated serrated adjustable ridges. Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer- in-charge) 0.50 mm (+0.05%) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever reuired. Providing and fixing 15 cm wide, 45 cm overall semi-circular plain G.S. sheet gutter with iron brackets 40x3mm size, bolts, nuts and washers etc., including making necessary connections with rain water pipes complete. 0.80 mm thick with zinc coating not less than 275 gm/m² Providing and fixing decorative cast iron corner bracket of size 300x300 having weight not less than 9.2 Kg.including the cost of machine moulding or any other suitable medium as reuired with respect to the drawing received from Architect in charge. Providing and fixing of sky light polycorbonate sheet 3.0 mm thick sheet, colour Transparent Transparency 80% features water proof surface treatment film coated (size, shape and pitch of corrugation as approved by the Architect-in-charge) size and shape whereever reuired. Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement: 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement: 2 stone dust) with an admixture of pigment matching the stone shade: (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately): Red sand stone exposed face fine dressed with rough backing. 70 mm thick Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. In all kind of soil. From 0.00 to 1.50 Mt. 11.50 to 3.00 Mt. Fe 500 Mild steel or iron work of small sizes and sections such as holding down bolts, hold fasts, tie, rods, grating etc. ( when not included in an over all rates) wrought to required form, including supply of steel bolts, nuts and wastage etc and their fixing required for proper completion of the work. 12 mm cement plaster of mix: 1: 4 (1 cement: 4 coarse sand) Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part 1), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level Rocky strata including Boulders.350 mm dia Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge.150 mm nominal size dia Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.150 mm nominal size dia Gravel packing in tubewell construction in accordance with IS: 14097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. Development of tube well in accordance with IS: 2800 (part 1) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by V notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tube well, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for bore well of:150 mm dia Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tube well as per IS: 2800 (part 1), including necessary bolts & nuts of required size complete.150 mm dia Providing and fixing Bail plug/Bottom plug of required dia to the bottom of pipe assembly of tube well as per IS:2800 (part 1).150 mm dia Providing and fixing G.I. pipes complete with G.l. fittings including trenching and refilling etc. 50 mm dia nominal bore Providing and fixing 150 mm S.C.I. tee at the inlet and outlet of septic tank. Providing & fixing 75mm dia vent pipes. Providing & fixing of 75mm dia cast iron terminal guard. Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. M.D. -10- Circular shape 560mm internal diameter Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.VV. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. With common burnt clay F.P.S. (non modular) bricks of class designation 150 Electric logging of bore hole Supply and Installation of 1.5 HP Submersible pump set complete Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. Supply and fixing of 80 mm thick Precast cement concerete and Fly Ash Zig Zag-Shape rubber moulded Interlocking paver blocks ISI mark confirming to IS 15658-2006 with top layer of minimum 5 mm thickness of O.P.Cement smooth high gloss finish, skid resistant; manufactured from rubber moulds through vibro-compression mechanism. The compressive strength of concrete paver block shall not be less than 30 Mpa and weigt 4.5 kg per including cost of material, with a blanket layer of 5.00 cm. thick local sand including labour, T & P etc required for proper completion of the work as directed by Engineer-in- charge. 40 mm thick rubbed stone flooring over 20 mm (anerage) thick base of cement mortar 1:5 (1 cement: 5 coarse sand) with joints 3 mm thick, side buttered with cement mortar 1:2 (1 cement: 2 stone dust) admixed with pigment to match the shade of stone and pointing with same mortar. Red sand stone Providing & fixing of red Sandstone/MS bench with Ornainentetion on armrest (size 1050mm length and 450mm and height 450 mm) induding oundation & support with all necessary T&P etc all complete as per design of direction in engineer/Architect in charge. Providing & fixing of SS Dustbin size 487 x 399 x 1138 fixing on la foundation with base plate and wrapped with red andstone from all sides of 75mm with all complete as per design of direction in engineer/Architect in charge. Providing and fixing StandAlone Signage in Marble of approved thickness with powder coated 10-12mm MS letters and iBustration at desired locations with letters (in english, hindi and Braille)- ehed, through cut, infilled or painted, also including the ost of design, fabrication and onsite installation with an the necessary accessories and equipments for fixing on any surface as per drawing and design approved from Architect in charge English: Helvetica Font with min. 36 size Hindi: Krutidev Font with min. 36 size Signage-A Informative Sinage of Sandstone/ Marble of Size (1200 x 2100) MM visibility from both side Signage-C Informative Sinage of Sandstone/ Marble of Size (900 x 2400) MM visibility from both side Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly leveling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or/and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure). Supplying and stacking of good earth at site including royalty but including carriage 1km (earth measusred in stacks will be reduced by 20% for payment) Supplying and stacking at site dump manure from approved source, including carriage up to 1 km (manure measured in stacks will be reduced by 8% for payment): Screened through sieve of I.S. designation 16 mm Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge.. Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/or good earth to be paid separately). Rough dressing the trenched ground including breaking the clods. Fine dressing the ground Grassing with selection No.1 grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and the good earth shall be paid for separately). With grass Turf. Uprooting weeds from the trenched area after 10 to 15 days after flooding with water including disposal of uprooted vegetation Providing & laying Selection no. 1 doob grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same maintenance for 30 days or more till the grass establish properly, as per direction of officer in charge (Selection No. 1) Preparation of mounds of various size and shape by available excavated / supplied earth in layers not exceeding 20 cm in depth, breaking clods, watering of each layer, dressing etc., lead upto 50 meter and lift upto 1.5 m complete as per direction of Officer-in-charge. Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20%: 1 part of stacked volume of manure after reduction by 18%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately): Holes 90 cm dia, and 90 cm deep Preparation of beds for hedging and shrubbery by excavating 60 cmdeep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20%: one part of stacked volume of sludge or manure after reduction by 18%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately). Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable materials as per direction of officer in charge (excluding cost of plant & water) Providing and stacking of Acacia auriculiformis of ht. 150-165 cm in bag size of 25 cm as per direction of the officer-in- charge. Providing and stacking of Adansonia digitata (kalp vriksha) of ht. 150-165 cm in bag size of 25 cm as per direction of the officer-in-charge. Providing and stacking of Bombax ceiba of ht. 150-165 cm in poly bag size of 25 cm as per direction of the officer-in-charge. Providing and stacking of Bottle palm of ht. 150-165 cm bottom girth 20-25 cm well developed in big in poly bag size of 25 cm Jas per direction of the officer-in-charge. Providing and stacking of Bottle palm of ht. 270-300 cm bottom girth 40-50 cm well developed in big in HDPE bags as per direction of the officer-in-charge. Providing and stacking of Azadirachta indica (Neem) of ht. 120- 130 cm in big in poly bags of size 25 cm as per direction of the officer-in-charge. Providing and stacking of Tulsi of ht. 30 cm with multi branches in big in poly bags of size 20 cm as per direction of the officer- in-charge. Providing and stacking of Phyllanthus (Amla) of ht. 150-165 cm in big in HDPE bags as per direction of the officer-in- charge. Providing and stacking of Ficus panda of height 90-105 cm. with 10-12 branches and healthy foliage, well formed in cement pots of size 30 cm as per direction of the officer-in- charge. Supply and burring of Safe Earthing Electrode T-19, (Hot Dip Galvanized), Length up to 3000mm, outer Dia 50 mm inner Dia 25 mm, terminal Dia 12mm, outer Gl pipe of 16 swg and inner Gl pipe of 12 swg with Hot Dip Galvanization up to 100 micron filled with crystalline conductive mixture (CCM) having anti corrosive & conductive property with 50 kgs activated soil (BFC) capable of reducing the soil resistivity with good mixture of retaining capacity and one earthing lead of 25mm x 3mm G.l. strip, upto switch board (from apron to switch board, the cost of G.l. strip will be extra) along with 30 cm square C.l. frame with hinged cover & masonry housing Make: As approved in U.P.P.W.D., & C.P.R.I. Certified Supply and laying of 25mm x 3mm G.l. strip from earth electrode directly in the ground as required complete in all respect. Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. 10 sq. mm 4 core 25 sq. mm 3-1/2 core 170 sq. mm 3-1/2 core Supplying and laying of following size owe HOPE pipe ISI marked along with all accessories like socket, bend, couplers etc.conforming tolS 14930, Part II complete with fitting and cutting, Jointing etc. Jn the existing trench complete as required. 63 mm dla (OD-63 mm & D-51 mm nominal) Supply, Installation, Testing and Commissioning of LED RGB/RGBW floodlighting luminaire for facade lighting with Die- cast aluminium housing, powder-coated finish, of following wattage. Luminaire shall be capable of producing dynamic color changing light for with 16 million colors by DMX/Ethernet based control. The beam angle of the fitting shall be narrow, medium, wide or asymmetric as per the requirement. Luminaire shall be complete with driver and capable of operating at line voltage without any separate power supply from 100-270 V AC, 50 Hz with power factor > 0.9 Fixture shall be suitable to operate at an ambient temperature range of 10°C to +50°C and shall be IP 65 and IK 06 rated. Lifetime shall be at least L70:50000 burning hours at 50°C. Luminaire shall be conforming to BIS (IS 10322) and shall be complete with all necessary accessories required for proper working of fixture including weather proof connection cables, water proof connectors etc. as required.30V Supply Installation, Testing and Commissioning of ongrid Solar Photo voltaic Power Plant conforming to MNRE specifications as amended, consistingofMono/PolyCrystallinesiliconsolarcells,net meteringfacility,necessaryprotections, earthing, mounted on Aluminium/Gl structure of suitable strength with following componentscompleteasrequired: a) Solar PhotovoltaicModuleofca pacity330VVporabove, manufacturedinIndia, conformingtolS1428 БЛЕС61215, ISMEC61730-Part-1, ISMEC61730-Part- 2.SolarPhotovoltaicModuleconversionefficiencyshallnotbelessth an16.5%.PVmodules usedinsolarpowerplants/systemsmustbewarrantedfortheiroutp of 2.5Hz,output voltagesuitabletogenerateAC utpeakwattcapacity, whichshouldnotbelessthan90%attheendof 10yearsand80% atthe end b)PowerConditioning Unit (PCU)of350 800VDCInputvoltagerangeand400V threephase, 4wire, 50Hz+/- Powerwithefficiencynotlessthan97%,totalharmonicdistortionles sthan3% suitableforambienttemperaturefrom0to50degreeC.TheP CUshalladjustthe voltage and frequency level to suit the Grid Voltage Frequency. c) Data Monitoring System complete with accessories. d) FixingofArray junctionbox&Main junctionboxwith IP65protectionand terminationarrangement for incomingandoutgoingcablealongwithglands, lugs and other accessories etc. as required, e) Lightning and surge voltage protection. f) Connections & Interconnections by supplying & fixing required size XLPE insulated copper conductor 1.1 kVgrade armouredpower and control cables between solarmodules, mainpower cable togrid supplyPCUunit alongwith supplying&fixingofnecessarychannel/conduit lugsandotheraccessoriesetc.as required. 25 years. AC, Supply, Installation, Testing and Commissioning of LED RGB/RGBW floodlighting luminaire for facade lighting with Die- cast aluminium housing, powder-coated finish, of following wattage. Luminaire shall be capable of producing dynamic color changing light for with 16 million colors by DMX/Ethernet based control. The beam angle of the fitting shall be narrow, medium, wide or asymmetric as per the requirement. Luminaire shall be complete with driver and capable of operating at line voltage without any separate power supply from 100-270 V AC, 50 Hz with power factor > 0.9 Fixture shall be suitable to operate at an ambient temperature range of 10°C to +50°C and shall be IP 65 and IK 06 rated. Lifetime shall be at least L70:50000 burning hours at 50°C. Luminaire shall be conforming to BIS (IS 10322) and shall be complete with all necessary accessories required for proper working of fixture including weather proof connection cables, water proof connectors etc. as required. 40VV Supply and Fixing of Spike Light for trees 12 watt Warm White. 31386 12VV Anthracite COB Garden Spike 30 (make (Philips/Panasonic/Havells or Eauivalent)) Supply and fixing of steplignt robus T DESIGN IP 67/1K 10 easy to mount with suitable mounting box BVVG 50 LED 50 /N/WPSU 220-240 V IP67 7043 (Philips/Havells/Panasonic or equivalet) Supply and fixing of LED Bollard robustly designed IP65/KL-7062 8112W LED WWW.NW.C/W, Clear Polycarbonate 0100 X 900mm M2 (Make Twinkle 1Qlite/Havells/Neri/Juvaas/Olient/Thor orequivalet) Lite- Receiving, storing, handling, shifting, installation, testing & commissioning of WAE. AENON.45.CHA For Wire Station C.A, RO Processing Capacity 25LPH, size: 466X580X1445, Watt; 220v/50Hz, Cooling 480w, Hot 450W, net weight 110kg, in material SS 304, with 3 tap: Cold 20 Ltr, Ambient-25Ltr including all accessories complete in all respect etc.(Make Voltas or Equivalent) Wiring point for light with 1.5 sq. mm.FR PVC insulated multistrand single core copper conductor cable in PVC conduit pipe with 1.5 sq. mm FRLSH PVC insulated multistrand copper conductor cable as earthing wire drawn inside the conduit partly concealed in the wall and partly laid in slab along with the reinforcement before concreting, complete Modular type switch & ceiling rose/angle/batten holder on 3mm thick phenolic paminated backalite sheet etc complete in all respect as directed including matching colour wash Wiring point for Exhaust Fan with 1.5 sq. mm. F.R. PVC insulated multistrand single core copper conductor cable in PVC conduit pipe partly concealed in the wall and partly laid in slab alongwith the reinforcement before concreting, complete with 1.5 sq.mm. FRLSH PVC insulated multistrand copper conductor cable as earthing wire drawn inside the conduit partly concealed in the wall and partly laid in slab along with the reinforcement before concreting, complete Modular type switch & ceiling rose/angle/batten holder on 3mm thick phenolic paminated backalite sheet etc complete in all respect as directed including matching colour wash Wiring point for plug with 1.5 sq. mm. F.R. PVC insulated multistrand single core copper conductor cable in PVC conduit pipe partly concealed in the wall and partly laid in slab alongwith the reinforcement before concreting, complete with 1.5 sq.mm. FRLSH PVC insulated multistrand copper conductor cable as earthing wire drawn inside the conduit partly concealed in the wall and partly laid in slab along with the reinforcement before concreting, complete Modular type switch & ceiling rose/angle/batten holder on 3mm thick phenolic paminated backalite sheet etc complete in all respect as directed including matching colour wash Supply and fixing of recess/ Surface/Pendent mounting round 6 Watt 8 Watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/Reflector and driver set complete in all respect. CAT-AAA Supply and burring of Safe Earthing Electrode T-19 (Hot Dip Galvanized), Length up to 2000mm, outer pipe 50mm, inner pipe 25, terminal Dia 12 mm, outer Gl pipe of 16 swg and inner Gl pipe of 12 swg with Hot Dip Galvanization up to 100 micron filled with crystalline conductive mixture (CCM) having anti corrosive & conductive property with 50 kgs activated soil (BFC) capable of reducing the soil resistivity with good mixture of retaining capacity along with 30cm square C.I. frame with hinged cover & masonry husing (from electrode terminal to switch board, cost of 25 x 3 G.1, strip will be extra) Make: As approved in U.P. P.W.D., & C.P.R.I. Certified. Supply and fixing of recess/Surface/Pendent mounting round 10 to 15 Watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/Reflector and Idriver set complete in all respect. CAT-AAA Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. (b) 10sq. mm 2 core Supply and fixing of brass nickle plated compression gland for PVC insulated & armoured served sheathed, underground cable including rubber ring etc. complete in all respect, The armouring of the cable shall be properly connected with the earth as per direction of Engineer-Incharge. (b) 10sq. mm 2 core Supply and fixing of plain or pin type copper tin plated cable socket (lug) to the cable leads, insulating with tape and making connection etc. complete in all respect as per direction of the Engineer-Incharge. (c) 10 sq. mm Supply and fixing of Two number 8 SVG G.I. wire in 15mm dia. G.I. pipe for earthing, laid in ground or in wall duly concealed including the cost of cement, sand, labour, T&P other material required for proper completion of the work as directed at site. S&F of 6 Amp to 32 Amp. SPMCB (10.KA) C Curve CAT-A S&F of 6 Amp to 32 Amp. SPMCB (10 KA) C Curve 32. Amp. DP MCB (10KA) CAT-A Supply and fixing of crimping, solderless, copper tin electroplated lugs of Dowells/Ismail make suitable for 1.5 sq.mm to 2.5 sq.mm cables, including tapping with insulating tape, complete in all respect. S&F single pole MCB blanking plate CAT-A S&F surface/flush mounting 8ways SPN distribution board with additional metal door without MCB complete in all respect, as directed by Engineer in charge. CAT- A Erection and testing of exhaust fan on the existing hole with suitable size of rag bolts, nuts and washers etc., complete in all respect. Supply and fixing of 16 gauge M.S. drum duly painted including making hole in the wall for exhaust fan and finishing properly complete in all respect. Supply and fixing of single phase multifunctional electronic energy meter 10 to 60 Amp. capacity fitted in integral box on wall complete in all respect. Supply of 225/230mm sweep ventilating (Light Duty) exhaust fan complete with Metallic Blade (Steel bird guard protector /Copper motor for high air suction performance /Capacitor etc.), Noise level: (4550) dB, Power consumption: 45 W, Rated voltage: 230 V, Rated frequency: 50 Hz, Motor type: Normal Speed. Complete in all respect. 230 mm sweep Wiring point for light with 1.5 sq. mm.FRLSH PVC insulated multistrand single core copper conductor cable in heavy guage rigid steel conduit pipe partly concealed in the wall and partly laid in slab alongwith the reinforcement before concreting, complete with 14 SVVG copper earth continuity wire, GP Box, piano type switch & ceiling rose/angle/batten holder on 3mm thick phenolic paminated backalite sheet etc complete in all respect as directed including matching colour wash Wiring point for two ways light with 1.5 sq. mm. F.R. PVC insulated multistrand single core copper conductor cable in heavy guage rigid steel conduit pipe partly concealed in the wall and partly laid in slab alongwith the reinforcement before concreting, complete with 14 SVVG copper earth continuity wire, GP Box and two number two way piano type switches & ceiling rose / angle / batten holder on 3 mm thick phanolic laminated backelite sheet etc., complete in all respect, as directed, including matching colour wash. Wiring point for fan / fresh air fan (light duty exhaust fan) with 1.5 sq.mm.FRLSH PVC insulated multistrand single core copper conductor cable in heavy guage rigid steel conduit partly concealed in wall and partly laid in slab alongwith the reinforcement before concreting, complete with 14 SVWG copper earth continuity wire, GP Box, piano type switch & ceiling rose on 3 mm. thick backelite sheet etc., complete in all respect including matching colour wash. Wiring point for plug with 1.5 sq. mm.FRLSH PVC insulated multistrand single core copper conductor cable in heavy guage rigid steel conduit partly concealed in wall and partly laid in slab alongwith the reinforcement before concreting, complete with14 SVVG copper earth continuity wire and piano type switch and socket etc., complete in all respect including matching colour wash. Wiring point for exhaust fan with 1.5 sq. mm.FRLSH PVC insulated multistrand single core copper conductor cable in heavy guage rigid steel conduit partly concealed in wall and partly laid in slab alongwith the reinforcement before concreting, complete with 14 SVVG copper earth continuity wire, GP Box, 15A piano type switch & ceiling rose on 3 mm thick phenolic laminated backelite sheet etc., complete in all respect including matching colour wash. Wiring point for light in 1.5 sq. mm.FRLSH PVC insulated multistrand single core copper conductor cable (drawn through existing concealed steel conduit) and 5 Amp.flush type switch & ceiling rose/angle/batten holder fixed with 3mm thick phenolic laminated backalite sheet with brass machine screws and cup washers mounted over existing M.S. switch board box/junction box with supply of all material, labour & T&P etc. required for proper completion of the work as directed at site by the Engineer in charge.but for plug point with 5 Amp flush type switch and 3 pin socket and earth continuity wire of 1.5 sq.mm. FRLSH PVC insulated multi strand copper conductor cable. Add for light / fan points with modular type switch in place of piano type switch. Add for 2 way light point with modular switches in place of piano type switches. Add for plug point with modular switch & socket in place of piano type switch & socket. Add for HPMV/Exhaust fan point with modular type switch in place of piano type switch. Supply and wiring of submain with two number 1.5 sq.mm. FRLSH PVC insulated 1100 V grade multistrand single core copper conductor cable in 20 mm dia heavy guage rigid steel conduit partly laid in slab alongwith reinforcement before concreting and partly concealed in wall, with one no. 14 SWG copper earth continuity wire etc, complete in all respects including matching colour wash Supply and wiring of submain with two number 2.5 sq.mm. FRLSH PVC insulated 1100 V grade multistrand single core copper conductor cable in 20 mm dia heavy guage rigid steel conduit partly laid in slab alongwith reinforcement before concreting and partly concealed in wall, with one no. 14 SWG copper earth continuity wire etc, complete in all respects including matching colour wash. Supply and wiring of submain with two number 4 sq.mm. FRLSH PVC insulated 1100 V grade multistrand single core copper conductor cable in 20 mm dia heavy guage rigid steel conduit partly concealed in wall and partly laid in slab alongwith reinforcement before concreting, with one number 14 SVVG copper earth continuity wire including matching colour wash etc. complete in all respect. Supply and wiring of submain with two number 6 sq. mm. FRLSH PVC insulated 1100 V grade multistrand single core aluminium conductor cable in 20 mm dia heavy guage rigid steel conduit partly concealed in wall and partly laid in slab alongwith reinforcement before concreting, with one number 14 SVVG copper earth continuity wire including matching colour wash etc. complete in all respect. Supply and wiring of 4 number 6 sq.mm. FRLSH PVC insulated 1100V grade multistrand single core copper conductor cable in 25 mm dia heavy guage rigid steel conduit partly concealed in wall and partly laid in slab alongwith reinforcement before concreting, with two number 14 SVVG copper earth continuity wire including matching colour wash etc, complete in all respect. Supply and wiring of 4 number 10 sq. mm. FRLSH PVC insulated 1100 V grade multistrand single core copper conductor cable in 32 mm dia heavy guage rigid steel conduit partly concealed in wall and partly laid in slab alongwith reinforcement before concreting, with two number 10 SWG Icopper earth continuity wire including matchina colour wash etc, complete in all respect, Supply and fixing of batten / angle holder complete in all respect. Supply and fixing of recess mounting round 15 to 18 Watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect. CAT-AAA Supply and fixing of LED Tube Light with batten suitable for up to 1 X 22 watt LED tube light fitting including tube on Surface complete in all respect. Supply and fixing of 3 Watt to 6 Watt LED Spot/Spike light luminaire Confirming to IP 66 Protection complete in all respect. CAT-AAA Supply of ceiling fan with fan motar of A.C. permanent insulation, capacitor rating conforming and IS: 374/79 and also comply with IS;1709//1984 with latest amendment. The rated voltage 220/240 volts, 50 Hz, 1-ph AC the fan assemble should consists of down rod blades, shackle canopies etc and with doubble ball bearing system. BEE 5 star rated -1200 mm sweep Supply and fixing of brass nickle plated compression gland for PVC insulated & armoured served sheathed, underground cable including rubber ring etc. complete in all respect. The armouring of the cable shall be properly connected with the earth as per direction of Engineer-Incharge. (j) 25 sq. mm 3-1/2 core Supply and fixing of plain or pin type copper tin plated cable socket (lug) to the cable leads, insulating with tape and making connection etc. complete in all respect as per direction of the Engineer-Incharge. (e) 25 sq. mm Supply and burring of Safe Earthing Electrode T-19 Zn-Zinc Coated, Length 3000mm, outer pipe 48.4mm x 3.2mm, inner pipe 26.9mm x 2.6, terminal Dia 12 mm, coating 80-100 micron filled with. crystalline conductive mixture (CCM) having anti corrosive & conductive property with 50 kgs activated soil (BFC) capable of reducing the soil resistivity with good mixture of retaining capacity along with 30 cm square C.I. frame with hinged cover & masonary housing. (From electrode terminal to switch board, cost of 25 x 3 G.J. Strip will be extra) Make: As approved in U.P. P.W.D., & C.P.R.I. Certified. Supply & Erracetion of factory fabricated & wired metal clad dust and vermin proof floor mounting, M.S. Channel Base with bottom and top cable entreis Electrical control panel with TPN MCCBs (Four Pole 36 KA with thermal magnatic release)Switches Complete and instrument chamber etc.complete in all respects, The instrument chamber shall be separate and shall comprise of flush type digital metering system for phase to phase voltage and single phase voltage, current and other parameters(KVA,P.F,KW etc) in each phase with touch type selector switches for different readings, instrument fuses, current transformer etc. The panel board shall have suitable capacity electrolytic alumininum busbars as per IS8623 or above istulated with heat shrink sleeving and mounted on non hygroscopic supports such as CMC/BMC support with deteachable side covers and shall be suitable for extension on the sides. The MCCBs shall be complete with suitable cable end boxes, compression glands and indicating lamp on incoming etc. Thea Monitoring System complete with accessories. d) FixingofArray IP65protectionand junctionbox&Main junctionboxwith terminationarrangement for incomingandoutgoingcablealongwithglands, lugs and other accessories etc. as required. e) Lightning and surge voltage protection. f) Connections & Interconnections by supplying & fixing required size XLPE insulated copper conductor 1.1 kVgrade armouredpower and control cables between solarmodules,mainpower cable S&F of 63 Amp. 4 pole MCB(10 KA) C Curve CAT-A S & F surface/Flush mounting 4ways TPN distribution board with additional metal door without MCB complete in all respect, as directed at site by Engineer in charge. CAT-A S & F surface/Flush mounting 6ways TPN distribution board with additional metal door without MCB complete in all respect, as directed at site by Engineer in charge CAT-A Supply and fixing danger board fabricated from 10 gauge M.S. Sheet as per I.E. Rules. Erection and testing of ceiling fan and regulator for room height upto 3.5 metres including supply of 3mm thick G.I.Pipe19mm dia. Duly painted, complete in all respect. Supply and fixing of shock treatment chart (prescribed under I.E. rules) duly framed with glass and supported from back with hard board or soft board with supply of all material labour T&P for proper completion of work. Supply and laying of 1800mm x 900mm x 12mm thick chequered rubbbber matting of tested quality. Supply and fixing of power plug with 20 Amp./250 volt flush type modular switch and 5 pin 20 A/250 volt flush type universal modular socket switch on concealed M.S box including supply of all material, labour T&P etc. required for proper completion of work. Supply and fixing hexagonal/Round G.P.fan box of approved make made up of 1.0 mm thick ISI Marked G.P.sheet spot welded Four to Eight holes of 25.4 mm for pipe entry of the box. Holes should be semi-shuttered type with 0.5 mm G.P. Sheet made upper & lower cover duly screwed fitted with 300 mm round zink coted M.S Bar X 12 mm & brand name should be embossed. Fixing with wiring conduit laid in the R.C.C. roof before concreting alongwith supply of all material, labour, T&P etc. required for proper completion of the work. Supply and fixing of electronic fan regulator(Modular) 120-280 V. ISI marked, on the existing switch board including making connections, required material, labour T&P etc. for proper completion of work to the satisfaction of Engineer in charge of work. Supply and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required.. Supply and fixing following modular base & cover plate on the existing modular /GP boxes etc. as required. 1 or 2 Module Supply and fixing following modular base & cover plate on the existing modular /GP boxes etc. as required. 3 Module Supply and fixing following modular base & cover plate on the existing modular /GP boxes etc. as required. 4 Module Supply and fixing following modular base & cover plate on the existing modular /GP boxes etc. as required. 6 Module Supply and fixing following modular base & cover plate on the existing modular /GP boxes etc. as required. 8 Module Supply and fixing following modular base & cover plate on the existing modular /GP boxes etc. as required. 12 Module Supply & Fixing of 12 Watt LED Bulb -B22/E27 (Colour Temp- 6500K/ Lumenes -900 Im) cool day light/ input volts (Ac 90 V- 260V, 3-star rating, suitable for batten/angle holder including making Connection in all respect. Supply & Fixing of 400 mm sweep wall mounnted (Light Duty fan complete with Plastic Blade & Pull Cord (Adjustable upward & downwword tilt mechanism/motorcapcitor etc.) Oscillation degree-90, Power Consumption, 60VV, Rated voltage: 230 V Rated Freuency:50 Hz, Speed 1350 RPM complete in all respect..
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Boards / Undertakings / PSU No of Bidders 4
Uttar Pradesh View Result →
39.
Housing Urban and Rular Development #9443598 Technical Bid
Tender For Tourism Development Work Of Birth Place Of Maharshi Patanjali Located At Village Codar, Development Block-Vajeerganj,Vidhan Sabha-Tarabganj,Dist-Gonda, 1 Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. 2 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. In all kind of soil.1.50 to 3.00 Mt. 3 Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. 4 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 5 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 150 in foundation and plinth in:1:6 (1 cement : 6 sand) 6 Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor:With Chlorpyriphos/Lindane E.C. 20% with 1% concentration 7 Filling of earth in plinth in 20cm layer including leveling, dressing and watering and also including of supply of earth including carted loading & unloading as per direction of Engineer incharge.. 8 Sand filling in plinth under floors including watering, ramming, consolidating and dressing complete including lead up to 50m and lift upto 1.5m and including cost of sand. 9 Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size). 10 Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil. 11 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 150 in super structure above plinth level up to floor v level in all shapes and size in:1:6 (1 cement : 6 sand) 12 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 150 in super structure above plinth level up to floor v level in all shapes and size in:1:4 (1 cement : 4 sand) 13 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 15 in superstructure above plinth level up to floor V level. Cement mortar 1:4 (1 cement :4 coarse sand) 14 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). 15 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 16 T.M.T.-FE-500 steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastage & over lapping & hooks. 17 Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 18 12 mm cement plaster of mix : 1: 6 (1 cement : 6 coarse sand) 19 12 mm cement plaster of mix : 1: 3 (1 cement : 3 coarse sand) with neat cement finish 20 Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid forseparately) : Red sand stone - Exposed face machine cut and table rubbed with rough backing. 40 mm thick 21 Supply fabrication transporting, hoisting and fixing in position good quality of 70mm Red sandstone in various elements for all levels. stone shall be free from cracks, linesstains and even in shade for each element The The stone shall be fine grained and reddish or buff-colored (locally available). The work shall be carried out as per attached drawings with different process of i.e carving (manual/ by machine}, ornamental work, traditional work, figure work (any type, any size), CNC cutting, moulding. The carving and molding work Shall be of very good quality.The stones to be fixed in line, level and plumb in all respect with the use of brass clamps,pins, (to be paid separetely) dowels, cement slurry with matching pigment and Epoxy of Akemi Germany, Ardex Endura, MYK laticrete or approved make as required and as approved by the Architects 22 Providing and fixing stone jali 40 mm thick throughout in cement mortar 1:3 (1 cement : 3 coarse sand), including pointing in white cementmortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment, matching the stone shade, jali slab without any chamfers etc. Red sand stone 23 Stone work, plain in copings, cornices, string courses and plinth courses, upto 75 mm thick in Cement mortar 1:6 (1 cement : 6 coarse sand),including pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade. Red sand stone 24 Stone work plain ashlar in arches in super structure upto floor V level in cement mortar 1:3 (1 cement : 3 coarse sand) including centering,shuttering and pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade. 25 Supplying, designed, fabricating, transporting, hoisting and fixing in position mural works in good quality of 70 mm red sandstone, and 18 mm marble insertion and 6-10mm powder coated MS sheet in various elements for all level. Stone shall be free from cracks, lines stains and even in shade for each element. The stone shall be fine grained and reddish or buff-colored (locally available). The work shall be carried out as per attached drawings defferent process of i.e carving(manual/by machine), ornamental work, treditional work , figure work (any type , any size), CNC cutting, moulding , etching, buffing and polishing . The carving and moulding work shall be of very good quality. The work to be fixed in line , level and plumb in all respect with the use of brass clamps , pins , (to be paid seprately) dowels , cement slurry with maching pigment and epoxy of akemi Germany, Ardex Endura , MYK laticrete or approved make as required and as approved by the architect in charge. 26 Supplying , fabricating, & fixing in position ornamental jharokha of cement concrete of size 500mmX 700mm & 200mm wide 27 Supplying , fabricating, & fixing in position ornamental arched stone chhatri of size 3400mmX 350mm & 1300mm hieght 28 Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works 29 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work. 30 Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used. With G.I. barbed wire 31 Concrete of M25 grade with minimum cementcontent of 330 kg /cum All works above plinth level upto floor V level 32 15 mm cement plaster on rough side of single or half brick wall of mix: 1:4 (1 cement : 4 coarse sand) 33 15 mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement : 6 coarse sand) 34 Forming groove of uniform size from 12x12 mm and upto 25x15 mm in the top layer of washed stone grit plastered surface as per approved pattern, including providing and fixing aluminum channels of appropriate size and thickness (not less than 2 mm), nailed to the under layer with rust proof screws and nails and finishing the groove complete as per specifications and direction of the Engineer-in-Charge. 35 40 mm thick rubbed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement :5 coarse sand) with joints 3mm thick, side buttered with cement mortar 1:2 (1 cement : 2 stone dust) admixed with pigment to match the shade of stone and pointing with same mortar Red sand stone 36 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation leveling & dressing & finishing the top smooth. 37 25mm Thick Kota Stone Slab flooring over 20mm (average) thick base laid over and jointed with grey cement slurry mix with pigment to match the shade of slab includig rubbing and polishing complete with base of cement morter. 38 25mm Thick Kota Stone Slab flooring over 20mm (average) thick base laid over and jointed with grey cement slurry mix with pigment to match the shade of slab includig rubbing and polishing complete with base of cement morter. 39 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matching pigment etc, complete. 40 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 41 Providing and fixing of flush door shutters commercial quality conforming to IS : 2202 Part I (1983) including fixing fixing of wooden cleats & stoppers and including fixing and adjustment of hinges, bolts locks, handles, springs and other fittings but excluding their supply and including painting with two coats of black Japan paint on all iron fitting if necessary. Fitting with necessary screws to be supplied departmentally. 35 mm thick 42 Extra for Providing and fixing flush doors with decorative veneering instead of non decorative ISI marked flush door shutters conforming to IS: 2202 (Part I) On one side only. 43 Providing and fixing factory made uPVC glazed/wire mesh windows/doors comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced with galvanized mild steel section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and Inline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8 mm dia with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367 : Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all corners, including drilling of holes for fixing hardware and drainage of water etc. Casement cum fixed panel window having both end single casement panel, middle fixed panels and at top completely fixed ventilator with S.S friction hinges (350 x 19 x 1.9) made of (big series) frame 67 x 60 mm, sash 67 x 80 mm & mullion 67 x 80 mm all having wall thickness of 2.3 ± 0.2 mm and single glazing bead/double glazing bead of appropriate dimension. (Area of window above 3.00 sqm upto 5.00 sqm). 44 Providing and fixing factory made door frame (single rebate) made out of solid foam PVC extruded profile of minimum 60mm width and minimum 30 mm thickness, having homogenous fine cellular structure and integral smooth outer skin. The frames vertical and horizontal members to be mitered cut and joined together with PVC solvent adhesive / cement and both corners strengthened with fully threaded steel screws (of required size) fixed diagonally. The door frame is to be fixed to door jambs using 6 Nos. SS 304 grade minimum 8 mm dia CSK Phillips stainless steel self tapping screws/fasteners with PA6 grade polyamide sleeves both of required size, and gap if any between the door frame and the jamb must be filled with clear silicon, complete as per direction of the Engineer-in- Charge. 45 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer, of required shade and colour all complete : New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre 46 Providing and fixing 150 mm bright finished floor brass door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete . 47 Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete (Copper oxidised as per IS 1378) 300x16 mm 48 Chequerred precast cement concrete tiles 22 mm thick in footpath &courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). Light shade pigment using white cement. 49 Making khurras 45x45 cm with average minimum thickness of5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. 50 Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 110 mm bend 51 110 mm Shoe 52 Providing and fixing aluminium sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete : 250x16 mm. 53 Providing and fixing aluminium tower bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade with necessary screws etc. complete :250x10 mm 54 Providing and fixing aluminium handles ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete :125 mm. 55 Providing and fixing mineral fibre false ceiling tiles at all heights of size 595X595mm of approved texture, design and pattern. The tiles should have Humidity Resistance (RH) of 99%, Light Reflectance > 85%, Thermal Conductivity k = 0.052 - 0.057 w/m K, Fire Performance as per (BS 476 pt - 6 &7)in true horizontal level suspended on interlocking T-Grid of hot dipped all round galvanized iron section of 0.33 mm thick (galvanized @120 gsm) comprising of main T runners of 15x32 mm of length 3000 mm, cross T of size 15x32mm of length 1200 mm and secondary intermediate cross T of size 15x32 mm of length 600 mm to form grid module of size 600x600 mm suspended from ceiling using galvanized mild steel item (galvanised @ 80 gsm) 50 mm long 8mm outer diameter M-6 dash fasteners, 6 mm diameter fully threaded hanger rod up to 1000 mm length and L-shape level adjuster of size 85x25x2 mm, spaced at 1200 mm centre to centre along main ‘T’. The system should rest on periphery walls /partitions with the help of GI perimeter wall angle of size 24x24X3000 mm made of 0.40 mm thick sheet, to be fixed to the wall with help of plastic rawl plug at 450 mm centre to centre & 40 mm long dry wall S.S. screws. The exposed bottom portion of all T-sections used in false ceiling support system shall be pre-painted with polyester baked paint, for all heights. The work shall be carried out as per specifications, drawings and as per directions of the engineer-incharge. With 20 mm thick beveled tegular mineral fibre false ceiling tile (NRC 0.7) 56 Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement (25 mm thick floor). 57 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water tinnable priming coat with cement primer 58 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm). 59 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. 60 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 61 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes 62 Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations:(a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.(C ) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge.(d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep.(e ) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge :With average thickness of 120 mm and minimum thickness at khurra as 65 mm. 63 Construction of drain along with apron. 64 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge. 65 Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete 66 Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick 67 Columns, Pillars, Piers, Abutments, Posts and Struts 68 Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts 69 Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, buttresses and cantilevers. 70 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings andfixtures complete, including cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid 71 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : Range of two urinal basins with 5 litre white P.V.C. automatic flushing cistern 72 Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinalpartitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in-charge and finishedsmooth. Granite Stone of approved shade 73 Extra for providing opening of required size & shape for wash basin/kitchen sink in kitchen platform, vanity counter and similar location in marble/ Granite/ stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete 74 Providing and fixing PTMT Bottle Trap for Wash basin and sink. Bottle trap 31mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms 75 Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. 76 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever requirea)White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tappillar tap. 77 Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. 32mm dia 78 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 79 Providing & fixing 60x2cm. C.P. brass towelrail complete with C.P. brass brackets fixed to wooden cleats with C.P. brass screw. ESSCO AEC-1111 80 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 15mm nominal bore 81 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.(Internal Work) 32 mm dia nominal bore. (medium duty) 82 20 mm dia. nominal bore 83 25 mm dia. nominal bore 84 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 15 mm nominal outer dia Pipes 85 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 20 mm nominal outer dia Pipes 86 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion . (i) Single socketed pipes. a) 110mm diameter 87 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. a) 110mm 88 Providing and fixing 45 cm long unplasticised PVC connection pipe with brass unions. a) 15mm nominal bore 89 Providing & fixing CP brass short body of approved quality conforming to IS 8931 a) 15mm nominal bore 90 Providing and fixing gun metal gate valve with wheel of approved quality. 25 mm nominal bore 91 Providing and fixing gun metal gate valve with wheel of approved quality. 32 mm nominal bore 92 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete a) 20 mm nominal bore 93 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete b) 25 mm nominal bore 94 Providing and placing on terrace (at all floor levels) polyethylene water storage tank of approved brand and manufacture with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. a) Circular Tank 95 Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design Inside size 90x80X50cms including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg).With FPS bricks of class designation 150 (i) For Sewer Line 96 Extra for depth for manholesSize 90x80 cm 97 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 110 MM BEND 98 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. Group A 99 Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit along with 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. 100 Supply & fixing of 12 Watt LED Bulb - B22 / E27 (Colour Temp.- 6500K/ Lumens- 900 lm) cool day light, Input Volts (AC 90V-Z60V), 3-Star rating suitable for Batten/Angle holder induding making connection.Complete in all respect. 101 Supply&fixingof225/230mmsweepventilating(Light Duty) exhaust fan.complete with Metallic Blade (Steel bird guard protector /Copper motor for high air suction performance/Capacitoretc.),Noise level : (45 - 50) dB, Power consumption : 45 W, Rated voltage : 230 V. Rated frequency : 50 Hz, Motor type : Normal Speed. Complete in all respect. 102 Supplyingandlayngof aluminiumconductorPVCinsulated armouredserved sheathedcable 1 IOO volts grade at the depth of 750 mm hellow ground level over a cushion of 75 mm thick sand allaroundandprotectedwithburntbricksonsideandontop .On surfacethe cablerun shallbefixedonMSclampsetc.of suitablesize or as directedby the Engineer-lncharge ,complete inallrespect.Thearmouringofthecableshallbeproperly connected with the earth conductor by clamps etc. Following size size 6 sq mm x 2 core 103 Supplying and fixing following Modular base & cover plate on existing modular metal boxes etc. as required. 3 Module 104 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class pvc conduit as required.2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire. 105 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class pvc conduit as required.2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire. 106 Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 2 X 4 sq. mm + 1 X 4 sq. mm earth wire 107 Supply and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. 108 Supply and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. 109 Supplying and fixing 5 amps. to 32 amps. rating, 240 volts `C series,miniature circuit breaker (MCB)suitable for inductive load offollowingpolesin the existingMCBDBcomplete with connections, testing andcommissioning etc. as required.single pole 110 Supplying & fixing single pole, blanking plate in the existing MCBDBcomplete etc. as required.S/F DP MCB Isolator 111 Supplying and fixing following rating, double pole, (single phase and neutral), 240 volts,residual current circuit breaker (RCCB), having a sensitivity current upto 300 milliamperes in the existingMCBDBcomplete with connections, testing andcommissioning etc. as required. 40 amps. 112 Supplying and fixing followingway, horizontal type TP&N, sheet steelMCB distribution board,415 V on surface /recess,completewithtinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required (But without MCB / RCCB / Isolators).4 way (4 + 12), Double door 113 Supplying and laying 25 mm x 5 mm.G.I. strip at 0.50 metre belowground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) 114 Providing and fixing M.V. dangernotice plate of 200mmx150mm made of mild steel, atleast 2mm thick and vitreous enamelled white on both sides and with inscription singleredcolouronFRLSontsideas required. 115 Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. 116 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required. 117 Supply & fixing of Batton/Angle holder including making connection etc. as required. 118 Supplying and fixing following Modular base & cover plate on existing modular metal boxes etc. as required. 3 Module 119 Supplying and fixing following Modular base & cover plate on existing modular metal boxes etc. as required. 4 Module 120 Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CMM/W) minimum 6.85, Air delivery minimum 215 CMM, 350 RPM (tolerance as per IS : 374-2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required. 121 Supply of LED Tube Light with Metal heavy duty Box type batten Light fitting 1X22 watt suitable for upto 1X22 watt LED Polycarbonate tube light complete Including tube suitable for both surface & suspended complete in all respect. 122 Laying of CC interlocking tiles 80 MM 123 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level.Rocky strata including Boulders.350 mm dia 124 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge.100 mm nominal size dia 125 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.100 mm nominal size dia 126 Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. 127 Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. 128 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by V notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tube well, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. 129 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for bore well of:150 mm dia 130 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tube well as per IS: 2800 (part I), including necessary bolts & nuts of required size complete.150 mm dia 131 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tube well as per IS:2800 (part I).150 mm dia 132 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 80 mm dia nominal bore 133 Supplyof Submersibule pump with control panel, support wire etc. complete 1.50 H.P. (KSB / EQ.) 134 Providing M.S. foot rest including fixing with 20x20x10 cm. cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 gradded aggregate of nominal size 20mm ) as per standard design with 20x20mm sq bars. 135 Providing and fixing 150 mm S.C.I. tee at the inlet and outlet of septic tank. 136 Providing & fixing 75mm dia vent pipes. 137 Providing and fixing soil, waste and vent pipes : Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989. 100 mm diavent pipes. 138 Providing & fixing of 75mm dia cast iron terminal guard. 139 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. With common burnt clay F.P.S. (non modular) bricks of class designation 150 140 Providing lead caulked joints to sand cost iron/ cetrifugally cast (squn) irons pipes & fitting of dia. 75 mm 141 100 mm 142 Providing and fixing toilet paper holder : C.P. brass 143 Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and includingcement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc. : For 100 mm dia. Pipe 144 For 75 mm dia. Pipe 145 Providing and fixing collar: Sand cast iron S&S as per IS - 3989 146 Sand cast iron S&S as per IS- 3989 147 Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : 100 mm inlet and 100 mm outlet Sand cast iron S&S as per IS - 3989 148 Providing and fixing plain bend of required degree. 100 mm dia 149 75 mm dia 150 Providing and fixing single equal plain junction of required degree : Sand cast iron S&S as per IS - 3989 151 Sand cast iron S&S as per IS - 3989 152 Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. 153 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms. 154 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. : Internal work - Exposed on wall 25 mm nominal outer dia .Pipes. 155 32 mm nominal outer dia. Pipes. 156 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. : External work 40 mm dia. nominal bore 157 50 mm dia. nominal bore 158 Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 25 to 40 mm nominal bore 159 Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality : 40 mm diameter pipe 160 50 mm diameter pipe 161 Providing and filling sand of grading zone V or coarser grade all- round the G.I. pipes in external work. 40 mm diameter pipe 162 50 mm diameter pipe 163 Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. 164 Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift up to 1.5 m, as directed by Engineer-in-Charge: Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia 165 Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 150 mm diameter 166 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : 150 mm diameter S.W. pipe 167 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: 100x100 mm size P type With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 168 Providing and fixing 18 mm thick gang saw cut, mirror polished,premoulded and prepolished, machine cut for kitchen platforms, vanitycounters, window sills , facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cementmortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement,mixed with matching pigment, epoxy touch ups, including rubbing, curing,moulding and polishing to edges to give high gloss finish etc. complete at all levels.Area of slab over 0.50 sqm(Granite of any shade) 169 Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required. 170 Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases. 171 Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly leveling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or/and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure). 172 Supplying and stacking of good earth at site including royalty but including carriage1km (earth measusred in stacks will be reduced by 20% for payment). 173 Supplying and stacking at site dump manure from approved source, including carriage up to 1 km (manure measured in stacks will be reduced by 8% for payment) : Screened through sieve of I.S. designation 16 mm 174 Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge.. 175 Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately). 176 Rough dressing the trenched ground including breaking the clods. 177 Fine dressing the ground 178 Grassing with selection No.1 grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and the good earth shall be paid for separately). 179 Uprooting weeds from the trenched area after 10 to 15 days after flooding with water including disposal of uprooted vegetation. 180 Providing & laying Selection no. 1 doob grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same maintenance for 30 days or more till the grass establish properly,as per direction of officer in charge (Selection No. 1) 181 Preparation of mounds of various size and shape by available excavated / supplied earth in layers not exceeding 20 cm in depth, breaking clods, watering of each layer, dressing etc., lead upto 50 meter and lift upto 1.5 m complete as per direction of Officer-in-charge. 182 Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) :Holes 90 cm dia, and 90 cm deep 183 Preparation of beds for hedging and shrubbery by excavating 60 cmdeep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately). 184 Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cost of plant & water) 185 Providing and stacking of Acacia auriculiformis of ht 150-165 cm in bag size of 25 cm as per direction of the officer-in-charge. 186 Providing and stacking of Adansonia digitata (kalp vricksh) of ht 150-165 cm in bag size of 25 cm as per direction of the officer-in-charge. 187 Providing and stacking of Bombaxceiba of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. 188 Providing and stacking of Bottle palm of ht. 150-180 cm bottom girth 20-25 cm well developed in big poly bags of size 25 cm as per direction of the officer-in-charge. 189 Providing and stacking of Fishtail palm of ht. 270-300 cm bottom girth 40- 50 cm well developed in big size HDPE bags as per direction of the officer-in-charge. 190 Providing and stacking of Foxtail palm of ht. 240-270 cm bottom girth 35- 40 cm well developed in big size HDPE bags as per direction of the officer-in-charge. 191 Providing and stacking of Phoenix sylvestris Roxb. (Wild date palm/khajur) of height 150-165 cm. in Big HDPE Bag as per direction of the officer-in-charge. 192 Providing and stacking of Pinus longifolia (Pinus) of height 90-105 cm. in cement pots of size 35 cm as per direction of the officer-in-charge. 193 Providing and stacking of Butea frondosa (Flame of Forest) of height 60-75 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. 194 Providing and stacking of Cassia fistula (Amaltash) of height 120-135 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. 195 Providing and stacking of Plumeria alba dwarf dwarf of height 90-105 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge. 196 Providing and stacking of Plumeria rubra of height 120-150 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge. 197 Providing and stacking of Ficus benjamina (green) of height 120-135 cm. with 6-8 branches and lush green foliage in g. bags of size 25 cm as per direction of the officer-in-charge. 198 Providing and stacking of Ficus panda of height 90-105 cm. with 10-12 branches and healthy foliage, well formed in cement pots of size 30 cm as per direction of the officer-in-charge. SHRUBS 199 Providing and stacking of Bottle palm of ht. 270-300 cm bottom girth 40-50 cm well developed in big HDPE bags as per direction of the officer-in-charge 200 Providing and stacking of Polyalthia longifolia (Ashok) of height 180-195 cm. in gunny bag of size 30 cm as per direction of the officer-in-charge. 201 Providing & fixing of red Sandstone/MS bench with Ornainentetion on armrest (size 1050mm length and 450mm and height 450 mm) induding oundation & support with ·all necessary T&P etc all complete as per design of direction in engineer/ Architect in charge. 202 Providing & fixing of SS Dustbin size 487 x 399 x 1138 fixing on a foundation with base plate and wrapped with red andstone from all sides of 75mmwithallcomplete as perdesignofdirectionin engineer/ Architect in charge. 203 Providing and fixing StandAlone Signage in Marble of approved thickness with powder coated 10-12mm MS letters and iBustration at desired locations with letters (in english, hindi and Braille)- ehed, through cut, infilled or painted, also including the ost of design, fabricationand onsiteinstallationwithan thenecessary accessories and equipments for fixing on any surface as per drawing and design approved from Architect in charge English:HelveticaFontwithmin. 36size Hindi: Krutidev Fontwith min. 36 size Signage-A 204 same as above item but Signage-C 205 Water Dispenser - Receiving, storing, handling, shifting, installation, testing & commissioning of Voltas water cooler, including all accessories completein all respect etc. (Make - Voltas or Equivalent) 206 Earthing with copper earth plate 600 mm X 600 mm X 3 mm thickincluding accessories, and providing masonry enclosure with cover plate having ocking arrangement and watering pipe of 2.7 metrelong etc. with charcoal/coke and salt as reQ uired 207 Supplying andlaying 25 mm X 5 mm G.l strip at 0.50 metre below ground as strip earth electrode,including connection/ terminating with G.I. nut bolt, spring, washer etc. as required. (Jointing shall be done by overlapping 208 Supplyandlayingof aluminiumconductorPVCinsulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. 25 sqmm 3.5 core 209 Supplying and making end termination with brass compression gland and aluminiumlugs for following size of PVC insulated and PVC sheathed / XLPE aluminiumconductor cable of 1.1 KV grade as required. 25 sqmm 3.5 core 210 Supplying and·laylng of follow1ng size owe HOPE pipe ISI marked alongwith all accessories llke socket, bend, couplers etc.conforming toIS14930, PartII completewithf!ttingandcuttlng,Jolntlngetc. Jntheexisting trench complete as required. 63 mm dla (0D·63 mm &D-51 mm nominal) 211 Supply, Installation, Testing and Commissioning of LED RGB/RGBW floodlighting luminaire for facade lighting with Die-cast aluminium housing, powder-coated finish, of following wattage. Luminaire shall be capable of producing dynamic color changing light for with 16 million colors by DMX/Ethernet based control. The beam angle of the fitting shall be narrow, medium, wide or asymmetric as per the requirement. Luminaire shall be complete with driver andcapable of operating at line voltage without any separate power supply from 100-270 V AC, 50 Hz with power factor > 0.9 . Fixture shall be suitable to operate at an ambient temperature range of - 10°C to +50°C and shall be IP 65 and IK 06 rated. Lifetime shall be at least L70:50000 burning hours at 50°C. Luminaire shall be conforming to BIS (IS 10322) and shall be complete with all necessary accessories required for proper working of fixture including weather proof connection cables, water proof connectors etc. as required.30W 212 Supply, Installation, Testing and Commissioning of LED RGB/RGBW Linear Wall Washer luminaire for Facade lighting with aluminium extruded housing, of following wattage. Luminaire shall be capable of producing dynamic color changing light with 16 million colors by DMX/Ethernet based control. The beam angle of the fitting shall be narrow, medium, wide or asymmetric as per the requirement. Luminaire shall be complete with driver and capable of operating at line voltage without any separate power supply from 100 to 270 V AC, 50 Hz, power factor > 0.9 . Fixture shall be suitable to operate at ambient temperature range of -10°C to +50°C and shall be IP 65and IK06 rated. Lifetime should be at least L70:50000 burning hours at 50°C. Luminaire shall be conforming to BIS and shall be complete with all necessary accessories required for proper working of fixture including weather proof connection cables, water proof connectors etc. as required.40W 213 Supply and fixing of LED Bollard robustly designed IP65/KL·7062 8112W LED WW.NW.CW, Clear Polycarbonate 0100 x 900mm M2 (Make Twinkle Lite-·1Qlite/Havells/Neri/Juvaas/Olient/ Thor orequivalet)
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Boards / Undertakings / PSU No of Bidders 3
Uttar Pradesh View Result →
40.
Housing Urban and Rular Development #9443307 Technical Bid
Tender For Eco-Tourism Development Work And Additional Basic Facility Of Ajjepur Lake At District-Sitapur (U.P.), 1 Eco-Tourism development workand additional basic facility of Ajjepur Lake at District-Sitapur (U.P.) 2 Removing Sewar & Jal Kumbhi for main canal, branches, Distributries, escape and drains & itr disposal at the toe of bank and destroying it by burning 3 Cutting Behaya/ Gondi grass and elephant grass and uprooting behaya & disposal beyond 100 mts 4 Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. 5 Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.80 mm thick C.C. paver block of M-30 grade with approved color design and pattern 6 Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : Of area 3 sq. metres and below 7 Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. 8 For thickness of tiles 10 mm to 25 mm 9 Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.In cement mortar 10 Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. 11 Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. 12 Raking out joints in lime or cement mortar and preparing the surface for re-pointing or replastering, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. 13 Repair to plaster of thickness 12mm to 20 mm in patches of area 2.5 sqm and under, including cutting the patch in proper shape, raking out joints and preparing plastering the wall surface with white cement based polymer modified self curing mortar, including disposal of rubbish, all complete as per the direction of Engineer-In-Charge. 14 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). 15 Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform 16 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size,approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.Granite stone slab colour black, Cherry/Ruby redArea of slab over 0.50 sqm 17 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent 18 Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement: 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. 19 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 20 Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. 21 (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. 22 (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge. 23 (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. With average thickness of 120 mm and minimum thickness at khurra as 65 mm. 24 Providing and fixing factory made uPVC white colour casement/casement cum fixed glazed windows comprising of uPVC multi-chambered frame, sash and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriate dimension, EPDM gasket, stainless steel (SS 304 grade) friction hinges, zinc alloy (white powder coated) casement handles, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardwares and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. 25 (Single / double glass panes and silicon sealant shall be paid separately). Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. Note: For uPVC frame, sash and mullion extruded profiles minus 5% tolerancein dimension i.e. in depth & width of profile shall be acceptable. 26 Using R4 series with frame (115 mm & above) x (45 mm & above) & sash (30 mm & above) x (55 mm & above) with zinc alloy (zamak) powder coated handle on two end panels along with multi-point locking system. (Height above 1.8 metre) 27 Providing and fixing stainless steel (SS-304 grade) friction hinges to the side/top hung uPVC windows, of approved quality, with necessary stainless steel screws etc. as per direction of Engineer-in-charge. 28 Providing and fixing casement handle made of zinc alloyed (white powder coated) for uPVC casement window with necessary screws etc. complete. 29 Providing and fixing glazing in door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) 30 Providing and fixing mineral fibre false ceiling tiles at all heights of size 595X595mm of approved texture, design and pattern. The tiles should have Humidity Resistance (RH) of 99%, Light Reflectance ? 85%, Thermal Conductivity k = 0.052 - 0.057 w/m K, Fire Performance as per (BS 476 pt - 6 &7)in true horizontal level suspended on interlocking T-Grid of hot dipped all round galvanized iron section of 0.33 mm thick (galvanized @120 gsm) comprising of main T runners of 15x32 mm of length 3000 mm, cross T of size 15x32mm of length 1200 mm and secondary intermediate cross T of size 15x32 mm of length 600 mm to form grid module of size 600x600 mm suspended from ceiling using galvanized mild steel item (galvanised@80gsm) 50 mm long 8mm outer diameter M-6 dash fasteners, 6 mm diameter fully threaded hanger rod up to 1000 mm length and L-shape level adjuster of size 85x25x2 mm, spaced at 1200 mm centre to centre along main ‘T’. 31 The system should rest on periphery walls /partitions with the help of GI perimeter wall angle of size24x24X3000 mm made of 0.40 mm thick sheet, to be fixed to the wall with help of plastic rawl plug at 450 mm centre to centre & 40 mm long dry wall S.S. screws. The exposed bottom portion of all T-sections used in false ceiling support system shall be pre-painted with polyester baked paint, for all heights. The work shall be carried out as per specifications, drawings and as per directions of the engineer-in-charge. 32 With 20 mm thick beveled tegular mineral fibre false ceiling tile (NRC 0.7) 33 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade Old work (Two or more coats applied @ 1.43 ltr/ 10 sqm) over existing cement paint surface 34 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 35 Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete 36 SUB STRUCTURE 37 Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kinds of soil 38 1.50 M TO 3.0 M 39 Filling By carted earthin trenches, plinth, sides of foundation, campus etc. in layers not exceeding 20 cms in depth, consolidating each deposited layer by ramming and watering including lead upto 50 m & lift upto 1.50 m. 40 Preparation of mounds of various size and shape by available excavated / supplied earth in layers not exceeding 20 cm in depth, breaking clods, watering of each layer, dressing etc., lead upto 50 meter and lift upto 1.5 m complete as per direction of Officer-in-charge. 41 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 42 Providing and laying Cement concrete 1:2:4 (1cement :2 coarse sand :4graded stone ballast 20 mm. nominal size) including supply of all materials, labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation. 43 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 44 Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil. 45 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 46 Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/ cum. Excess/less cement used as per design mix is payable/recoverable separately). 47 All works upto plinth level 48 All works above plinth level upto floor V levelConcrete of M25 grade with minimum cement content of 330 kg /cum 49 Centering and shuttering including strutting, propping etc. and removal of form for : 50 Foundations, footings, bases of columns, etc. for mass concrete 51 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. 52 Lintels, beams, plinth beams, girders, bressumers and cantilevers 53 Shelves (Cast in situ) 54 Lintels, beams, plinth beams, girders, bressumers and cantilevers 55 Columns, Pillars, Piers, Abutments, Posts and Struts 56 Edges of slabs and breaks in floors and walls 57 Class-150 brick work in 1:6 cementand Coarse sandmortar in foundation and plinth including supply of all materials, labour tools and plants, etc. Required for proper completetion of the work. 58 Class-150 brick work in 1:6 cementand Coarse sandmortar in Superstructure above plinth including supply of all materials, labour tools and plants, etc. Required for proper completetion of the work. 59 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. Cement mortar 1:4 (1 cement :4 coarse sand) 60 Coursed rubble masonry (first sort) with hard stone in foundation and plinth with : Cement mortar 1:6 (1 cement : 6 coarse sand) 61 Coursed rubble masonry with hard stone (first or second sort) in superstructure above plinth level and upto floor five level. 7.8.1 Masonry work (first sort), in cement mortar 1:6 (1 cement : 6 coarse sand) 62 Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and alround the coloumn pits wall tench basement excavation top surface if plinth filling junction of wall and floor along the external perimer of binding expansion joints,surrounding of pipes and conduits etc.complete(plinth area of the building at ground floor only shall be measuredas per I.S.6313(Part ll 1981) aldrine emulsifiable concrete or any other approved material such as hepthachlor or chlordance will be used.The rate of application of chemical emulsion shall be as follows:-(1)treatment for masonary & foundation 5 litres per sq.m.(2)back fill in immediate contract with foundation 7.5 litre per sq.m(3)treatment of top surface of plinth filling 5 liters per sq.m.(4)treatment of soil along external parameter of building 7.50 lire per sqm. (For payment plinth area to be measured as per IS Code). 63 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. 64 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length 65 12 mm cement plasterof mix:1:6 (1 cement: 4 coarse sand) 66 15 mm cement plaster on rough side of single or half brick wall of mix:1:6 (1 cement: 4 coarse sand) 67 15 mm cement plaster on rough side of single or half brick wall of mix:1:4 (1 cement: 4 coarse sand) 68 Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 12 mm cement plaster 69 Cement plaster (1:3) finished with a floating coat of neat cement.20 mm Cement Plaster 70 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate 71 Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). Light shade pigment using white cement 72 Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to matchthe shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand).Medium shade pigment using 50% white cement50% Grey cement 73 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade : New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) 74 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 75 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. 76 Brick edging 7cm wide 11.4 cm deep to plinth protection with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 including grouting with cement mortar 1:4 (1 cement : 4 fine sand). 77 SUPER STUCTURE 78 CONSTRUCTION OF SUPER STRUCTURE IN BAMBOO WOOD INCLUDING DESIGNING AND CONSTRUCTION COMPLETE AS PER ACHITECTURAL DRAWING & DESIGN IN WALL 79 CONSTRUCTION OF SUPER STRUCTURE IN BAMBOO WOOD INCLUDING DESIGNING AND CONSTRUCTION COMPLETE AS PER ACHITECTURAL DRAWING & DESIGN IN SLAB 80 Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarsesand), including making joints with or withoutgrooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). 81 COST OF ACCESSORIES FOR KIDS PLAY ZONE 82 COST OF SITTING BENCHES 83 R.C.C. Standards post/ struts/rails/ pales of mix 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 12.5 mm nominal size) with wooden plugs or 6mm bar nibs wherever required as per direction of Engineer-incharge (cost of earth works in excavation, concrete works in foundation to be paid separately). 84 Fencing with R.C.C. post placed at required distance, embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post one side only, provided with horizontal lines and two diagonals of barbed wire weighing 9.38 kg per 100 metres (minimum), between the two posts fitted and fixed with G.I. staples on wooden plugs or G.I. binding wire tied to 6 mm bar nibs fixed while casting the post (cost of R.C.C. posts, struts, earth work and concrete to be paid for separately) :- Payment to be made per metre cost of total length of barbed wire used (a) With G.I. barbed wire 85 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand), including pointing with cement mortar 1:2 (1 cement : 2 stone dust) with an admixture of pigment to match the shade of stone.Red sand stone 86 Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : Red sand stone - Exposed face machine cut and table rubbed with rough backing. . 70 mm thick 87 Providing and fixing cramps of required size & shape in RCC/ CC / Brick masonry backing with cement mortar 1:2 ( 1 cement :2 coarse sand), including drilling necessary hole in stones and embedding the cramp in the hole (fastener to be paid separately). Stainless steel cramps 88 Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases. 89 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). 90 Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a primingcoat of approved steel primer all complete. 91 Boulder filing in coffer dam to retain the structure 92 Empty cement bags of good condition (plastic) filled with local sand including filling, stitching, stacking at site of work 93 Dewatering of Water from lake 94 Boring with hydraulic piling rigs with power units, Providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) : 300 mm dia piles 95 Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. 96 Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing. 97 Note: 2. Testing agency shall submitt the design of loading platform for the approval of Engineer-in-charge. 98 Single pile upto 50 tonne Safe capacity 99 Initial test (Test Load 2.5 times the Safe capacity) 100 Routine test (Test Load 1.5 times the Safe capacity) 101 Fabrication of boat Shape wood and M.S. Composite Structure 102 Contruction of temporary Coffer Dam for construction of under water structure 103 Providing M.S. foot rest including fixing with 20x20x10 cm. cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 gradded aggregate of nominal size 20mm ) as per standard design with 20x20mm sq bars. 104 Providing and fixing C.I. tee at the inlet and outlet of septic tank. 105 Providing & fixing 75mm dia vent pipes. 106 Providing & fixing of 75mm dia cast iron terminal guard. 107 Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. 108 HD . -20- Circular shape 500mm internal diameter 109 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks of class designation 75 and S.W. drain pipe 100 mm diameter, 1.8m long complete as per standard design. 110 With F.P.S. bricks 111 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 112 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : New work (two or more coats) over and including waterthinnable priming coat with cement primer having VOC content less than 50 gram/litre 113 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 114 15mm nominal bore 115 Supply and fixin g of UPVC S.W.R. Nahni trap size 100/75mm, 100/90mm confirming to IS - 14735 self cleannig design fixed in PCC 1:2:4 and supply and fixing of 125mm dia heavy duty CP brass jali. 116 a) 100 mm inlet and 75 mm outlet 117 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflowpipes but without fittings and the base support for tank. 118 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings, with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. 119 15 mm nominal outer dia pipes 120 20 mm nominal outer dia pipes 121 Providing and fixing of Water Cooler including all fittings etc. complete 122 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 123 20 mm nominal bore 124 Directional & Informative Signages (MR) 125 Providing and fixing StandAlone Signage in Stone of thickenss 100mm or approved thickness with powder coated 10-12mm MS letters and illustration at desired locations with letters (in english, hindi and Braille)- etched, through cut, infilled or painted, also including the cost of design, fabrication and onsite installation with all the necessary accessories and equipments for fixing on any surface as per drawing and design approved from Architect in charge English: Helvetica Font with min. 36 size Hindi: Krutidev Fontwith min. 36 size 126 Signage-A (MainBoards) 127 Providing, supplying, designing, fabricating and fixing of signage and information board with Text and Illustrations as per approved location and drawings & design of Architect in charge 128 Providing and fixing 450X900 powder coated 10-12mm MS sheet and 25mm Corian Signage at desired locations with letters (in english, hindi and Braille) and illustrations - etched, through cut, infilled or painted, also including the cost of design, fabrication and onsite installation with all the necessary accessories and equipments for fixing on any surface as per drawing and design approved from Architect in charge English: Helvetica Font with min. 16 size Hindi: Krutidev Fontwith min. 16 size 129 Providing and fixing 300X300powder coated 10-12mm MS Signage at desired locations with letters (in english, hindi and Braille) and illustrations - etched, through cut, infilled or painted as per the design approved from Architect in charge, also including the cost of design, fabrication and onsite installation with all the necessary accessories and equipments for fixing on any surfaceas per drawing and design approved from Architect in chargeEnglish: Helvetica Font with min. 16 sizeHindi: Krutidev Fontwith min. 16 size 130 Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50m and lift upto 1.5 m. All kinds of soil 131 Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete. 132 Supply and laying of confined lining system using EW 100. The base material should be virgin polymer (density 0.935-0.965 g/cm3) and the sheet should be textured with multiple rhomboidal indentations with min 10 mm diameter perforations on the cell walls. Following properties to be mandatorily met:• The seam peel strength should be 1420 N. • The carbon black Dispersion (ASTM D 5596) to be 1• Tear resistance (ASTM D 1004)>190 N(MD) and >215 N (TD)• Co-efficient of Linear thermal Expansion (ISO 11359-2, -30 to +30 C) >150 ppm/degree C• Dynamic Modulus by DMA (ISO 6721-1) at 60 C>225All Material to be laid with complete accessories etc as per the satisfaction of the engineer.Supply and laying of non-woven filter media of min 280 GSM having AOS of >70 microns, thickness 1.4mm and elongation >50% including all overlaps etc complete 133 Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead complete (earth measured in stacks will be reduced by 20% for payment). 134 Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. 135 Providing and laying 500x500x40 mm thick Turf paver (Turfpave XD) on 150 mm thick sub grade of compacted bed of 20 mm thick nominal size stone aggregate and base course and filling with 150 mm thick jamuna sand, including spreading, well ramming, consolidating and finishing smooth etc. all complete as per direction of Engineer-in-charge. 136 Grassing with selection No. 1 Doob grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thicklawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and good earth shall be paid for separately).In rows 5 cm apart in both directions 137 Grassing with selection No. 1 Doob grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and good earth shall be paid for separately).With grass Turf. 138 Providing and laying Neelgiri/Mexican grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with tools wooden (Dhurmos) and than rolling the surface with light roller make the surface smoothen and light waterning with sprinkler and maintenance for 30 days or more till the grass establish properly, as per direction of officer-in-charge. 139 Supplying & Stacking of Selection No.1 doob grass turf at site fresh & free from weeds having proper roots in green including loading, unloading, carriage and all taxes paid etc.and as per direction of officer in charge. 140 LANDSCAPE WORKS 141 Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly leveling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or/and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure). 142 Supplying and stacking of good earth at site including royalty but including carriage1km (earth measusred in stacks will be reduced by 20% for payment). 143 Supplying and stacking at site dump manure from approved source, including carriage up to 1 km (manure measured in stacks will be reduced by 8% for payment) : Screened through sieve of I.S. designation 16 mm 144 Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge.. 145 Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately). 146 Rough dressing the trenched ground including breaking the clods. 147 Fine dressing the ground 148 Grassing with selection No.1 grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and the good earth shall be paid for separately). 149 Uprooting weeds from the trenched area after 10 to 15 days after flooding with water including disposal of uprooted vegetation. 150 Providing & laying Selection no. 1 grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same maintenance for 30 days or more till the grass establish properly,as per direction of officer in charge 151 With grass Turf 152 Preparation of mounds of various size and shape by available excavated / supplied earth in layers not exceeding 20 cm in depth, breaking clods, watering of each layer, dressing etc., lead upto 50 meter and lift upto 1.5 m complete as per direction of Officer-in-charge. 153 Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) :Holes 90 cm dia, and 90 cm deep 154 Preparation of beds for hedging and shrubbery by excavating 60 cmdeep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately). 155 Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cost of plant & water) 156 Providing and stacking of Acacia auriculiformis of ht 150-165 cm in bag size of 25 cm as per direction of the officer-in-charge. 157 Providing and stacking of Adansonia digitata (kalp vricksh) of ht 150-165 cm in bag size of 25 cm as per direction of the officer-in-charge. 158 Providing and stacking of Bombax ceiba of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. 159 Providing and stacking of Bottle palm of ht. 150-180 cm bottom girth 20-25 cm well developed in big poly bags of size 25 cm as per direction of the officer-in-charge. 160 Providing and stacking of Bottle palm of ht. 270-300 cm bottom girth 40-50 cm well developed in big HDPE bags as per direction of the officer-in-charge 161 Providing and stacking of Fishtail palm of ht. 270-300 cm bottom girth 40-50 cm well developed in big size HDPE bags as per direction of the officer-in-charge. 162 Providing and stacking of Foxtail palm of ht. 240-270 cm bottom girth 35 - 40 cm well developed in big size HDPE bags as per direction of the officer-in-charge. 163 Providing and stacking of Phoenix sylvestris Roxb. (Wild date palm/khajur)of height 150-165 cm. in Big HDPE Bag as per direction of the officer-in-charge. 164 Providing and stacking of Pinus longifolia (Pinus) of height 90-105 cm. in cement pots of size 35 cm as per direction of the officer-in-charge. 165 Providing and stacking of Butea frondosa (Flame of Forest) of height 60-75 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. 166 Providing and stacking of Cassia fistula (Amaltash) of height 120-135 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. 167 Providing and stacking of Plumeria alba dwarf dwarf of height 90-105 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge. 168 Providing and stacking of Plumeria rubra of height 120-150 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge. 169 Providing and stacking of Polyalthia longifolia (Ashok) of height 180-195 cm. in gunny bag of size 30 cm as per direction of the officer-in-charge. 170 Providing and stacking of Ficus benjamina (green) of height 120-135 cm. with 6-8 branches and lush green foliage in g. bags of size 25 cm as per direction of the officer-in-charge. 171 SHRUBS 172 Providing and stacking of Ficus panda of height 90-105 cm. with 10-12 branches and healthy foliage, well formed in cement pots of size 30 cm as per direction of the officer-in-charge.. 173 Providing and stacking of Ficus reginald well branched, bushy of height 60-75 cm. in earthen pots of size 25 cm as per direction of the officer-in-charge.. 174 Providing and stacking of Duranta Golden, having ht.15 to 20 cm bushtyshape with fresh and healthy leaves in 15 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge.. 175 Providing and stacking of Tradescantia zebrina having in 15 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge. 176 Providing and stacking of Wedelia trilobata,full of leaves in 15 cm size of Poly bags & as per direction of the officer-in-charge. 177 Providing and stacking of Asparagus sprengeri of height 15 cm to 20 cm, full of leafy branches in 15 cm size of Earthen Pot / Plastic Pot & as per direction of the officer-in-charge.. 178 Providing and stacking of Ophiopogon jaburan ( variegated ), full of variegated leaves in Earthen Pot/Plastic Pot of size 20 cm. as per direction of the officer-in-charge. 179 Providing and stacking of Washingtonia filifea palm stem ht. 120-135 cm with 8-10 healthy leaves lush green leaves well developed in big size HDPE Bags as per direction of the officer-in-charge 180 FRP Penguin Dustbin, 3 Feet, 40L 181 Stainless Steel Pole Mounted Waste Dual Dustbin, Material Grade: SS202, Capacity: 40 Liters 182 Community Dustbin With Stand 183 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre below ground level. 300 mm dia 184 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of requireddia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 150 mm nominal size dia 185 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.150 mm Nominal Size dia 186 Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer,for all leads & lifts, all complete as per direction of Engineer -incharge. 187 Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading& sizes as per actual requirement, all complete as per direction of Engineer-in-charge. 188 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by V notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. 189 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 150 mm Dia 190 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete.150 mm clamp 191 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I).150 mm Dia 192 Providing and fixing G.I. pipes complete with G.I. fittings includingtrenching and refilling etc. 193 50 mm nominal size dia 194 Electric logging of bore hole 195 Supply and Installation of 5 HP Submersible pump set with 250 LPM discharge complete pipes with fittings 196 Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100 mm Sand Cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: 197 White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests. 198 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: 199 W.C. pan with ISI marked white solid plastic seat and lid 200 Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/6 litre (adjustable to 4 litre/8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete. 201 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps,32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: 202 White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap 203 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : 204 Range of two urinal basins with 5 litre white P.V.C. automatic flushing cistern 205 Providing & fixing stone slab table rubbed, edges rounded and polished of size 75 X 50cm deep and 1.8 cm thick fixed in urinal patitions by cutting chase of appropriate width with chase cutter and embedding the stone in chase with epoxy grout or with cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregste 6mm nominal size) as per Engineer-in-charge and finished smooth 206 Granite stone of approved shade 207 Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter and similar location in marble/ Granite/ stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete. 208 Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. 209 Flexible pipe 210 i) 32 mm dia 211 Providing and fixing PTMT Bottle Trap for Wash basin and sink. 212 Bottle trap 31 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms. 213 Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : 214 Circular shape 450 mm dia 215 Rectangular shape 1500x450 mm 216 Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. 217 Providing and fixing toilet paper holder : 218 C.P. brass 219 Supply and fixing of UPVC S.W.R. pipe type -B confirming to IS- 13592 including jointing the pipes with rubber ring, lubricant and UPVC SWR cuplar confirming to IS - 14735. Also including excavation of trenches cutting of walls and holes and repairing the walls floors and refilling the trenches as before but excluding supply and cost of other fittings such as elbow, bead, tee and Y-tee including supply of all material labour and T&P .Required for proper completion of the work. 220 90 mm O.D. 221 110 mm O.D. 222 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 223 110 mm 224 Supply and fixing of UPVC S.W.R. door bend confirming to IS- 14735 225 90 mm size 226 110 mm size 227 Supply and fixing of UPVC S.W.R. Plain Tee confirming to IS- 14735 228 90x90x90 mm size 229 110x110x110 mm size 230 Supply and fixing of UPVC S.W.R. Plain bend confirming to IS- 14735 231 90 mm size 232 110 mm size 233 Supply and fixing of UPVC S.W.R. Door Y confirming to IS- 14735 234 90 mm size 235 110 mm size 236 Supply and fixing of UPVC S.W.R. Cowel confirming to IS- 14735 237 90 mm size 238 110 mm size 239 Supply and fixin g of UPVC S.W.R. Nahni trap size 100/75mm, 100/90mm confirming to IS - 14735 self cleannig design fixed in PCC 1:2:4 and supply and fixing of 125mm dia heavy duty CP brass jali. 240 Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour weighing not less than 105 gms. 241 Providing & fixingPTMT towel ring trapezoidal shape 215 mm long 200 mm wide with minimum distance of 37 mm from wall face with concealedfittings arrangement of approved quality and colour weighing not less than 88 gms 242 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 243 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. 244 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.Internal work - Exposed on wall 245 20 mm nominal outer dia pipes 246 25 mm nominal outer dia pipes 247 32 mm nominal outer dia pipes 248 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. 249 Internal work - Exposed on wall 250 25 mm nominal outer dia Pipes 251 32 mm nominal outer dia Pipes 252 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings, with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. 253 15 mm nominal outer dia pipes 254 20 mm nominal outer dia pipes 255 Providing and fixing G.I. pipes complete with GI fittings and clamps including cutting and making good the walls etc. External work 256 40 mm dia, nominal bore 257 50 mm dia, nominal bore 258 Providing and fixing of gun metal gate valve with CI wheel of approved quality (screwed ends) 259 25mm dia, nominal bore 260 32 mm dia, nominal bore 261 Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 262 25 to 40 mm nominal bore 263 Providing and fixing uplasticised PVC connection pipe with brass unions : 264 45 cm length 265 15 mm nominal bore 266 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet100 mm diameter 267 Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work (internal work -exposed on walls) 268 20 mm nominal outer dia pipes 269 25 mm nominal outer dia pipes 270 32 mm nominal outer dia pipes 271 Painting GI pipes and fittings with two coats of anti corrosive bitumastic paint of approved quality 272 40 mm dia, nominal bore 273 50 mm dia, nominal bore 274 Providing and filling sand of grading zone V or coarser grade, allround the G.I. pipes in external work 275 40 mm dia, nominal bore 276 50 mm dia, nominal bore 277 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 278 20 mm nominal bore 279 25 mm nominal bore 280 Providing and fixing C.P. brass bib cock of approved quality confirming to IS:8931 281 15mm nominal bore 282 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 283 15mm nominal bore 284 Providing and fixing C.P.brass angle valve for basin mixer and geyser points of approved quality conforming to IS 8931 a) 15 mm nominal bore. 285 15 mm nominal bore 286 Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. 287 Excavating trenches of required width for pipes, cables, etc, including excavation for sockets, depth upto 1.5 m including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth including consolidating each deposited layers by ramming, watering etc. stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50m : 288 Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia. 289 Supply and fixing of UPVC S.W.R. pipe type -B confirming to IS- 13592 including jointing the pipes with rubber ring, lubricant and UPVC SWR cuplar confirming to IS - 14735. Also including excavation of trenches cutting of walls and holes and repairing the walls floors and refilling the trenches as before but excluding supply and cost of other fittings such as elbow, bead, tee and Y-tee including supply of all material labour and T&P .Required for proper completion of the work. 290 110 mm O.D. 291 160 mm O.D. 292 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : 293 110/100 mm diameter pipe 294 150 mm diameter pipe 295 Supply and fixing of UPVC S.W. R. Gully trap confirming to IS - 14735 size 150x110 mm dia of self cleaning design including fixed brick Masonary chamber 250x250x250mm Size i/ c supply and fixing of CI cover with frame weight not less then 4.50Kg. & CI grating 150x150mm complete in all respects. 296 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) Fisnihed with a floating coat of neat cement complete as per standard design : 297 (a) Inside size 900 x 800mm and 500mm deep including C.I. Cover frame. 298 (b) Inside size 1200 x 1200mm and 1.0meter deep including C.I. Cover frame. 299 Extra over Item No. 24.27 for every additional depth of 0.10 metre or part there of main hole. 300 (a) Size 900 x 800 mm 301 (b) Size 1200 x 900mm 302 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflowpipes but without fittings and the base support for tank. 303 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit,with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 304 Group C 305 Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. 306 Submains : 307 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 308 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire 309 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire 310 2 X 4 sq. mm + 1 X 4 sq. mm earth wire 311 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 312 5/6 A switch 313 3 pin 5/6 A socket outlet 314 3 pin 5/6 A socket outlet 315 Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. 316 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required. 317 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required. 318 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. 319 Upto 450 mm sweep 320 Supplying & fixing suitable size GI box wih modular plate and cover in front on surface or in recess including providing and fixing 25 A modular socket outlet and 25 A modular SP MCB, C curve including connections, painting etc. as required. (for A.C. Point/MCB Point) 321 Supplying and fixing PVC batten/ angle holder including connections etc. as required. 322 Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CM/M/W) minimum 6.00, Air delivery minimum 210 Cum/Min , 350 RPM (tolerance as per IS : 374-2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required. 323 Armoured Cables (Cable/Gland/Lug) : 324 Supplying and laying ofaluminium conductor PVC insulated armoured served sheathed cable 1100 volts grade at the depth of 750 mm bellow ground level over a cushion of 75 mm thick sand all around and protected with burnt bricks on side and on top .On surface the cable run shall be fixed on MS clamps etc.of suitable size or as directed bythe Engineer-Incharge ,complete in all respect.The armouring of the cable shall be properly connected with the earth conductor by clamps etc. Following size 325 size 6 sq mm x 2 core 326 size 10 sq mm x 2 core 327 Supply and fixing of brass nickle plated compression gland for pvc insulated & armoured served sheaththed ,underground cable including rubber ring etc. complete in all respect. Thearmouring of the cable shall be properly connected with the earthas per direction of engineer-incharge. for cable 328 size 6 sq mm x2 core 329 size 10 sq mm x2 core 330 Supply and fixing ofplain or pin type copper tin plated cable socket (lug) to cable leadsfor pvc insulated & armoured cable insulating with tape and making connection. complete in all respect as per direction of engineer -incharge. for cable 331 size 6 sq mm 332 10 sizesq mm 333 MCBs & DB’s : 334 Supplying and fixing following way, single pole and neutral (SPN), sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 335 8 way , Double door 336 12 way , Double door 337 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 338 Single pole 339 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. 340 Supplying and fixing following rating, double pole, 240 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. 341 40 A 342 Supplying and fixing following rating, doublepole, (single phase and neutral) SPN, 230 volts, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. 343 40 A 344 Non-Schedule Items 345 Supply and fixing of LED Tube Light fitting suitable for up to 1X22 Watt LED Tube Light on surface complete in all Respect . 346 Supply and fixing of 3 watt to 6 watt LED(spot light) fitting Confirming to IP 65 and above protection Complete in all respect. CAT. - AAA (Use as a Decorative Mirror Light) 347 Supply & fixing of 12 Watt LED Bulb - B22 / E27 (Colour Temp.- 6500K / Lumens - 900 lm) cool day light, Input Volts (AC 90V-260V), 3-Star rating suitable for Batten/Angle holder including making connection.Complete in all respect. 348 Supply & fixing of 225/300mm sweep ventilating (Light Duty) exhaust fan complete with Metallic Blade (Steel bird guard protector /Copper motor for high air suction performance /Capacitor etc.), Noise level : (45 - 50) dB, Power consumption : 45 W, Rated voltage : 230 V, Rated frequency : 50 Hz, Motor type : Normal Speed. Complete in all respect. 349 Earthing Work : 350 Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. 351 Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) 352 Providing and laying earth connection from earth electrode with 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earth electrode including connection with G.I. thimble excavation and re-filling as required. 353 S/F of hexagonal fan box with hexagonal side of approx 80mm in length fabricated from 16SWGM.S. sheet incorporating 10mm dia, M.S. round barduly bent for supporting fan hanger dully painted withred oxide and screwing arrangement with wiring conduit laid in the R.C.C. roof before concreting along with supply of all materials, labour T & P etc., for proper completion of work. 354 Supply and fixing of LED Tube Light with Metal heavy duty Box type batten Light fitting 1X22 watt suitable for upto 1X22 watt LED Polycarbonate tube light complete Including tube suitable for both surface & suspended complete in all respect.CAT. - AAA 355 Supply and fixing of water tight oblong 10 Watt LEDbulk head luminaire having die cast housing with driver set confirming to IP 65 and above Protection.Complete in all respect. CAT. - AAA 356 Supply and fixing of Single light Wall Bracketon matching M.D.F.E.G. Board base etc.Complete in all respect. CAT. - AAA 357 Supply and fixing of 3 watt to 6 watt LED(spot light) fitting Confirming to IP 65 and above protection Complete in all respect. CAT. - AAA (Use as a Decorative Mirror Light) 358 Supply & fixing of 12 Watt LED Bulb - B22 / E27 (Colour Temp.- 6500K / Lumens - 900 lm) cool day light, Input Volts (AC 90V-260V), 3-Star rating suitable for Batten/Angle holder including making connection.Complete in all respect. 359 Supply & fixing of 225/300mm sweep ventilating (Light Duty) exhaust fan complete with Metallic Blade (Steel bird guard protector /Copper motor for high air suction performance /Capacitor etc.), Noise level : (45 - 50) dB, Power consumption : 45 W, Rated voltage : 230 V, Rated frequency : 50 Hz, Motor type : Normal Speed. Complete in all respect. 360 Supply & fixing of 12.5 mtr High mast shaft of approved make with rising system hot dip glavanized inside & out side dip,heaving pole sheet thickness 3 mm. Top dia minium 150 mm, Bottom dia 310 mm base plate 25 mm thick suitable for wind velocity as per IS 875 part 3 & having no circumferential weld, with accessories for high mast such as head frame suitable for 6 to 12 luminaries & its control gear boxes 0.75 HP power tool moter, 3 point suspension system with steel wire rope 6 mm dia, double drum winch, including making suitable foundation as per manufature drawing/ site reuiment along with foundation bolts nuts, washers, anchor plates etc complete in all respect. 361 Supply and fixing of factory wired integral LED flood light luminaires with die cast aluminium housing built with dirver set suitable for 140 to 150 Watt. Confirming to IP 66 protection complete in all respect. (CAT- AAA) 362 Armoured Cables (Cable/Gland/Lug) : 363 Supplying and laying ofaluminium conductor PVC insulated armoured served sheathed cable 1100 volts grade at the depth of 750 mm bellow ground level over a cushion of 75 mm thick sand all around and protected with burnt bricks on side and on top .On surface the cable run shall be fixed on MS clamps etc.of suitable size or as directed bythe Engineer-Incharge ,complete in all respect.The armouring of the cable shall be properly connected with the earth conductor by clamps etc.Following size 364 size 10 sq mm x 2 core 365 Supply and fixing of brass nickle plated compression gland for pvc insulated & armoured served sheaththed, underground cable including rubber ring etc. complete in all respect. Thearmouring of the cable shall be properly connected with the earthas per direction of engineer -incharge.for cable 366 size 10 sq mm x 2 core 367 Supply and fixing ofplain or pin type copper tin plated cable socket (lug) to cable leadsfor pvc insulated & armoured cable insulating with tape and making connection. complete in all respect as per direction of engineer -incharge. for cable 368 size 10 sq mm 369 Earthing Work : 370 Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. 371 Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) 372 Providing and laying earth connection from earth electrode with 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earth electrode including connection with G.I. thimble excavation and re-filling as required. 373 Supply, Installation, testing and commissioining of In Ground loudspeaker with frequency response of 70Hz to 10kHz; Nominal dispersion of 360H X 50V; Sensitivity of 87 dB SPL; Max SPL of 100 dB SPL; Long term power handling is of 80W@ 4 Ohm; Transformer taping can be done; Enclosed in a glass- reinforced polypropylene textured; Environmental Outdoor per IEC 529 IP35. Model: 360P Series II Make: Bose/RCF/ Equivalent 374 Supply, Installation, testing and commissioining of Integrated zone amplifier having 6 inputs : 2 balanced and 2 unbalanced line inputs, 1 balanced page input and 1 balanced direct input; Frequency response : 55Hz-20kHz; Power : 2 x 120W @ 70/100V; Total harmonic distortion (THD+N) : = 0.3%; Dynamic Range : 88dB. Model: IZA 2120 HZ, Make: Bose/ L-Acoustic/ Powersoft 375 Supply, Installation, testing and commissioining of 6 channel mixing console of 2 mono inputs&2 stereo line inputs; Frequency Response : 10Hz-55kHz; Total Harmonic Distortion (THD+N) : 0.03% ; Power supply : External ; Phantom power : +48V ; Power consumption : 17W. Make: RCF/Allen&Heath/ Yamaha 376 Supply, Installation, Testing and Comissioning of CD/DVD Player with USB Inputcomplete with standard accessoriesas per the tender specifications. Make: Sony/Philips/Gemini/Tascam 377 Supply and laying of 2 core 2.5 sqmm Armoured loudspeaker cable.Make: Klotz / Beldon / Krystal 378 Supply and laying of 2 core shielded PVC insulated Cu conduction microphone cable. Make: Klotz / Beldon / Krystal 379 Supply and fixing ofUL listed Connectors & Patch Cables/Connectors for interconnection of all equipments. Make: Neutrik / Amphenol 380 Supply, Installation, Testing and Comissioning of 9U Equipment Rack for housing all rack mountable equipments with front glass door; heat dessipation fans; internal lights; movement wheels, power distribution units etc. complete with standard accessories. 381 POLE LIGHTS Supply ,Installation ,Testing And Commissining OfTwinkle Lites Make 3000Mm Long Hybrid Decorative Pole Dragon-H Pole With CastedAluminium Base And Ripped Gi Pole PipeWith Decorative Post Top Lantern Concord 1270Mm Long With Polycarbonate Diffuser In 60W Led Having Lumn Output Not Less Than 110Lmns/Watt With 10Kva Surge Prtector Designed As Per Architect In-Charge( Make- Twinkle Lite-/-Havells/Neri/Juvaas/Orient/ Thor) 382 Bollards Supply And Fixing Of Twinkle Lites Make Tigris 800Mm Long Made Out Of Extruded Aluminium Profile With Cast Alumn Base With 18W Led. (Make- Twinkle Lite-Equvalent In :-Havells/Neri/Juvaas/Orient/ Thor) 383 Supply and Fixing of Spike Light for trees 12 watt Warm White. (Including civil works) 384 IInground walk over fitting.12WATTS Recessing depth 175 mm. Dia 180 MM IP rating IP 67 ,Min 1200 Lumes ,MATERIAL CHARACTERISTICS ,Aluminium die cast housing . 3 mm thick front trim in Stainless Steel - Grade AISI 316L . A4 grade Stainless Steel screrws. Pre treated Silicone Gaskets. Salt spray 500 Hrs .PMMA reflector Mechanical resistance IK 09. Maximum load capacity 500 Kg.Lifetime 50K hrs (ta 35°C) @L70B50 .working temperature range -40?to +50?CRI <70 . Connector housed inside the recessing box . The device is complete with 240V÷24V power supply, controllable and programmable according to DMX RGB standards. . Isolation: CLASS I . Available colours: Stainless steel (cod.19). Glow Wire test: 750°C L.E.D circuit included.240 V ACCertifications :- CE/CB/EMCModel:- Uni In Ground 12 watt 3000K Make Ligman/ Unilamp/Disano/ Philips 385 Supply and fixing ofsteplight RObusT DESIGN IP67/IK10 easy to mount with suitable mounting box BWG 50led50/NWPSU 220-240V IP67 7043(Philips/Panasonic/Havells or Equivalent) 386 Supply, Installation, Testing and Commissioning of LED RGB/RGBW floodlighting luminaire for facade lighting with Die-cast aluminium housing, powder-coated finish, of following wattage. Luminaire shall be capable of producing dynamic color changing light for with 16 million colors by DMX/Ethernet based control. The beam angle of the fitting shall be narrow, medium, wide or asymmetric as per the requirement. Luminaire shall be complete with driver and capable of operating at line voltage without any separate power supply from 100-270 V AC, 50 Hz with power factor > 0.9 . Fixture shall be suitable to operate at an ambient temperature range of -10°C to +50°C and shall be IP 65 and IK 06 rated. Lifetime shall be at least L70:50000 burning hours at 50°C. Luminaire shall beconforming to BIS (IS 10322) and shall be complete with all necessary accessories required for proper working of fixture including weather proof connection cables, water proof connectorsetc. as required. (Make TwinkleLites/ Neri/Thorn/ Orient Electric) 387 45 W/40 W 388 supply and fixing following capacity of automatic street light cubicle control pannel with anti corrosive alkali and acid proof paint consisting of time switch TSO 100 seeries with contactors, HRC fuse, isolating switch, metering instrument and instrument box with CTs etc.complete in all respect. 389 40 A SPN 390 L.T. Switch Panel Board : 391 Supply& Erracetionof factory fabricated & wired metal clad dust and vermin proof floor mounting, M.S. Channel Base with bottom and top cable entreise Electrical control panel with TPN MCCBs (Four Pole 36 KA with thermal magnatic release) Switches Complete and instrument chamber etc.complete in all respects. 392 The instrument chamber shall be separate and shall comprise of flush type digital metering system for phase to phase voltage and single phase voltage, current and other parameters (KVA,P.F,KW etc) in each phase with touch type selector switches for different readings, instrument fuses, current transformer etc. The panel board shall have suitable capacity electrolytic alumininum busbars as per IS8623 or above insulated with heat shrink sleeving and mounted on non gyroscopic supports such as CMC/BMC support with deteachable side covers and shall be suitable for extension on the sides. 393 The MCCBs shall be complete with suitable cable end boxes, compression glands and indicating lamp on incoming etc. The Job includes the grounting of the board as per directions of Engineer-in charge. All out goings of 100 Amp and above shall have an Ammeter. The panel board shall be fabricated with CRCA sheet with a minimum thickness of 1.6mm/2mm.Cubicletype switchboard shall be of cat A & B Only. CAT. B Cubicle Type 394 Lighting Panel : 395 Incoming - 396 200 Amp MCCB - 1 No. 397 Outgoing - 398 40 Amp DP MCCB - 6 No. (for d.b. ) 399 32 Amp 4P MCCB - 2 No. (for Spare) 400 (Complete as per requirment directed by Project Manager.) 401 Armoured Cables (Cable/Gland/Lug) : 402 Supplying and laying ofaluminium conductor PVC insulated armoured served sheathed cable 1100 volts grade at the depth of 750 mm bellow ground level over a cushion of 75 mm thick sand all around and protected with burnt bricks on side and on top .On surface the cable run shall be fixed on MS clamps etc.of suitable size or as directed bythe Engineer-Incharge ,complete in all respect.The armouring of the cable shall be properly connected with the earth conductor by clamps etc. Following size 403 size 6 sq mm x 2 core 404 size 10 sq mm x 4 core 405 size 70 sq mm x 3-1/2core 406 Supply and fixing of brass nickle plated compression gland for pvc insulated & armoured served sheaththed ,underground cable including rubber ring etc. complete in all respect. Thearmouring of the cable shall be properly connected with the earthas per direction of engineer-incharge. for cable 407 size 6 sq mm x 2 core 408 size 10 sq mm x 4 core 409 size 70 sq mm x 3-1/2core 410 Supply and fixing ofplain or pin type copper tin plated cable socket (lug) to cable leadsfor pvc insulated & armoured cable insulating with tape and making connection. complete in all respect as per direction of engineer -incharge. for cable 411 size 6 sq mm 412 size 10 sq mm 413 size 35 sq mm 414 size 70 sq mm 415 Earthing Work : 416 Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. 417 Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) 418 Providing and laying earth connection from earth electrode with 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earth electrode including connection with G.I. thimble excavation and re-filling as required. 419 Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc.conforming to IS 14930, Part II complete with fitting and cutting,jointing etc. in the existing trench, complete as required. 420 63 mm dia (OD-63 mm & ID-51 mm nominal) 421 COST OF SOLAR LIGHT WITH POLE 422 GST Extra as applicable
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 4
Uttar Pradesh View Result →
41.
Housing Urban and Rular Development #9443251 Technical Bid
Tender For Development Of Tourism Office At Distt. Deoria, 1 TOURIST FACILITATION CENTER (Civil) 2 Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. Excavation by Manual means [Special tools] 3 From Lvl. 0.00 To 1.50 Mtr 4 Filling of carted earth. 5 Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8Km from the site of work and including watering, dressing etc. Rate to include cost of all materials, labour, T&P etc. required for proper completion the work. 6 Concrete with 4cm. Gauge approved stone ballast, approved coarse sand and cement in the proportion of 8:4:1 including supply of all materials, labour, tools and plants etc. required for proper completion the work. 7 Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and alround the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete 8 (plinth area of the building at ground floor only shall be measured as per I.S.6313 (PartII 1981) Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows : (1) Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm 9 (4)Treatment junction of wall and the floor 7.5 liters /sqm (5) Treatment of soil along external perimeter of building 7.5 liters/sqm (6) Treatment of soil under apron along external perimter 5 liters/sqm. 10 Providing & laying in position machine batched and machine. Mixed design mix M-25 grade cement concrete for reinforcement cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying excludingthe cost of centering, shuttering , finishing and but excluding reinforcement , including admixtures in recommended proportion as per IS : 9103 to acclerate, retarder for setting of concrete/ improve workability without impairing strength and durability as per direction of Engineer-in-charge. Note :- Cement content considered in this item @ 330 kg/cum. Excess or less cement used as per design mix is payable or recoverable separately.R.C.C. work Upto plinth Lvl.(M-25) 11 R.C.C. work in Footing 12 R.C.C. work in Column 13 R.C.C. work in Beam 14 Providing & laying in position machine batched and machine. Mixed design mix M-25 grade cement concrete for reinforcement cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying excludingthe cost of centering, shuttering , finishing and but excluding reinforcement , including admixtures in recommended proportion as per IS : 9103 to acclerate, retarder for setting of concrete/ improve workability without impairing strength and durability as per direction of Engineer-in-charge. Note :- Cement content considered in this item @ 330 kg/cum. Excess or less cement used as per design mix is payable or recoverable separately.R.C.C. work Upto Above Lvl.(M-25) 15 R.C.C. work in Lintel 16 R.C.C. work in Slab 17 R.C.C. work in Beam 18 R.C.C. work in Column 19 M-150 brick work in 1:6 cement and coarse sand of 2.25 fineness modulus) mortar infoundation & plinth including supply of all materials, labour, T & P etc reqiored for proper completion of the work. 20 Providing machine made Wire Cut Bricks where edges are sharp and borders are straight and Size of8.5x 4x3having Smooth surface finish with Compression Strength should be less than 105 kg/sq cm and Water absorption should not exceed 20%. Thickness of 230mm wall 21 Providing machine made Wire Cut Bricks in Arches where edges are sharp and borders are straight and Size of8.5x 4x3having Smooth surface finish with Compression Strength should be less than 105 kg/sq cm and Water absorption should not exceed 20%. Thickness of 230mm wall 22 Extra for forming cavity 42 cm wide in cavity walls with necessary weep and vent holes including use of cores and cost of providing and fixing bitumastic coated M .S. ties 460 mm long of 25x3 mm section at not less than 3 ties per sqm as per approved design. 23 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in:Cement mortar 1:6 (1 cement : 6 coarse sand) 24 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level.Cement mortar 1:4 (1 cement :4 coarse sand) 25 Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size) 26 Applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. 27 P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. 28 Upto Plinth Lvl. 29 Above Plinth Lvl. 30 15mm thick cement plaster on rough side of single or half brick wall of mix in 1:4 (cement & coarse sand) in plinth. 31 12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or roundedangles not exceeding 80mm in girth and finished even and smooth. (1) 1 cement : 6 coarse sand 32 15 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 6 sand 33 Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement (25 mm thick floor). 34 Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to 1S:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily..Double charge vitrified tile polished finish of size Size of Tile 600 x 600 mm 35 Providing and laying Vitrified tiles in different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS: 15622, of approved brand & manufacturer, in all colours and shade, in skirting, riser of steps, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS: 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).Size of Tile 600x600 mm 36 Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to 1S:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily..Glazed Vitrified tiles Matt/Antiskid finish of size Size of Tile 600 x 600 mm 37 Providing and fixing three-layer construction, wooden plank/engineered Wood size185—200 mmX 2000-2426 mmof 3 strip oak with a total thickness of 15 mm and a wear layer thickness of 3.5mm should be resandable up to 2 to 3 times. Surface Treatment: Matt/ Ultra matt Lacquer, Core: Pine/ Spruce/ Alder. Joint: Woodloc 5S, fifth-generation locking system, Moisture Content as per EN 13183: 7%, Reaction to fire as per EN13501-2:1 Dfl- s1CARB 2 compliant, Biological Durability as per EN350-2 Class1 confirming to strict quality and environment norms. It should be certified by PEFC, FSC, Blue Angel, and Real Wood.Matching Accessories like skirting & profile with,. Installation should be done by a trained and authorized team on Zero level of the hard surface .Make-Kahrs, Armstrong 38 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :25 mm thick 39 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 40 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills , facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. 41 Granite of any colour and shade (Area of slab upto 0.50 sqm) 42 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of anysize as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 43 Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoiningwalls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.(c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. 44 (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep.(e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. “All above operations to be done in order and as directed and specified by the Engineer-in-Charge”:With average thickness of 120 mm and minimum thickness at khurra as 65 mm. 45 Supply & fixing of flush doors commercial quality conforming to IS : 2202 Part I (1983) including fixing of wooden cleats & stoppers & including fixing & adjustment of hinges, bolts locks, handles, springs & other fittings but excluding their supply & including painting with two coats of black Japan paint on all iron fitting. Fitting with necessary screws to be supplied departmentally. 46 35 mm thick. 47 Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). 48 Extra for Providing and fixing flush doors with decorative veneering instead of non decorative ISI marked flush door shutters conforming to IS: 2202 (Part I) 49 Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 50 In gratings, frames, guard bar, ladder, railings, brackets,gates and similar works 51 Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 52 Providing and fixing factory made uPVC white colour casement/casement cum fixed glazed windows comprising of uPVC multi-chambered frame, sash and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriate dimension, EPDMgasket, stainless steel (SS 304 grade) friction hinges, zinc alloy (white powder coated) casement handles, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardwares and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealant shall be paid separately) 53 Note: For uPVC frame, sash and mullion extruded profilesminus 5%tolerancein dimension i.e. in depth & width of profile shall be acceptable. Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. 54 Using R2 series with frame (40 mm & above) x (40 mm & above) & sash (25 mm & above) x (50 mm & above) with zinc alloy (zamak) powder coated touch locks with hook (Height upto 1.2 metre). 55 Float glass panes 56 5.0 mm thick glass panes (weight not lessthan 12.50 kg/sqm). 57 Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2 mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame. 58 Providing and fixing to existing door frames. 59 30 mm thick Glass Fibre Reinforced Plastic (FRP) panelleddoor shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturatedpolyester resin, moulded to 3 mm thick FRP laminate forforming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS: 14856, including fixing to frames. 60 Supply and fix powder coated Aluminium louvered door double leaves type overall size as per drawing for maintenance opening in the service area ,with all required fixing angles, bolts, welding including1’ wide Aluminium Louvers of approved shade in door Including allaccessories required for installation of the louvers, painting and priming and all required as per drawings and Engineer instructions in charge 61 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications :Painting Steel work with Deluxe Multi Surface Paint to give aneven shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture 62 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications :Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture 63 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade. New work (Two or more coats applied @ 1.43 ltr/ 10 sqm. over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm). 64 Painting with silicon & acrylic emulsion based water thinnable sealer of approved brand and manufacture on wet or patchy portion of plastered surfaces :Two coats. (For Internal wall surface & ceiling) (Asian Paint or equivalent) 65 Providing and applying white cement based putty of average thickness 2 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 66 Supply and Laying a water soluble penetrative solution for waterproofing of masonry building material & Nano technology based as it provides molecular level hydrophobicity to inorganic substrate .The product is based on organosilicon chemistry, hence reacts with the inorganic substrate surface, seals the surface uto a depth of 2-3 mm and provides long service life where Nano size allows penetration deep into substrate that provides 20+ years water repellency.(Zycosil/Pratt & Lamber or Equivalent) including cost of all materials, labour tools and plants etc. required for proper completion of the work. 67 Providing & fixing stainless steel sliding door bolts ISI marked to required colour or shade with nuts and screws etc complete. 68 (a) 300mm x 16mm 69 P/Fixing stainless steel tower bolts ISI marked to required colour or shade with necessary screws etc. 70 (a) 250 mm x 10mm 71 (b) 200 mm x 10mm 72 Providing & fixing stainless steel handles ISI marked to required colour or shade with necessary screws etc. complete. 73 125 mm 74 Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. 75 Providing & laying of light cinder filling under floor of toilets & other sunken roofs. 76 Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours. b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. 77 Construction of drain along with apron. 78 Providing and supplying aluminium extruded tubular and other aluminium sections as per the architectural drawings and approved shop drawings , the aluminium quality as per grade 6063 T5 or T6 as per BS 1474,including super durable powder coating of 60-80 microns conforming to AAMA 2604 of required colour and shade as approved by the Engineer-in-Charge. ( The item includes cost of material such as cleats, sleeves, screws etc. necessary for fabrication of extruded aluminium frame work. Nothing extra shall be paid on this account). for ACP & STRUCTURAL GLAZING WORK 79 Designing, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of structural glazing (with open joints) for linear as well as curvilinear portions of the building for all heights and all levels, including: 80 a) Structural analysis & design and preparation of shop drawings for the specified design loads conforming to IS 875 part III (the system must passed the proof test at 1.5 times design wind pressure without any failure), including functional design of the aluminum sections for fixing glazing panels of various thicknesses, aluminium cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc., structural and weather silicone sealants, flashings, fire stop (barrier)-cum-smoke seals, microwave cured EPDM gaskets for water tightness, pressure equalisation & drainage and protection against fire hazard including: 81 b) Fabricating and supplying serrated M.S. hot dip galvanised / Aluminium alloy of 6005 T5 brackets of required sizes, sections and profiles etc. to accommodate 3 Dimentional movement for achieving perfect verticality and fixing structural glazing system rigidly to the RCC/ masonry/structural steel framework of building structure using stainless steel anchor fasteners/ bolts, nylon seperator to prevent bimetallic contacts with nuts and washers etc. of stainless steel grade 316, of the required capacity and in required numbers. 82 c) Providing and filling, two part pump filled, structural silicone sealant and one part weather silicone sealant compatible with the structural silicone sealant of required bite size in a clean and controlled factory / work shop environment , including double sided spacer tape, setting blocks and backer rod, all of approved grade, brand and manufacture, as per the approved sealant design, within and all around the perimeter for holding glass. 83 d) Providing and fixing in position flashings of solid aluminium sheet 1 mm thick and of sizes, shapes and profiles, as required as per the site conditions, to seal the gap between the building structure and all its interfaces with curtain glazing to make it watertight. 84 Structural Performance Deflection and deformation by static air pressure test (1.5 times desing wind pressure without any failure) as per ASTME-330-10 testing method for a range upto 50 mm” 5. Seismic Movement Test (upto 30 mm) as per AAMA 501.4-09 testing method for Qualitative test” Tests to be conducted on site 6. Onsite Test for Water Leakage for a pressure range 50 kpa to 240 kpa (35psi) upto 2000ml” 85 Providing, assembling and supplying vision glass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm insulated glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float glass 6mm thick, of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthned clear float glass 6mm thick, spacer tube 12mm wide, dessicants, including primary seal and secondary seal (structural silicone sealant) etc. all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge. 86 The IGUs shall be assembled in the factory/ workshop of the glass processor. (Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.26.2) For payment, only the actual area of glass on face # 1 of the glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in sqm 87 (i) Coloured tinted float glass 6mm thick substrate with reflective soft coating on face # 2, + 12mm Airgap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25-0.28) and U value of 3.0 to 3.3 W/m2 degree K etc. The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement. 88 Extra for openable side / top hung vision glass panels (IGUs) including providing and supplying at site all accessories and hardwares for the openable panels as specified and of the approved make such as heavy duty stainless steel friction hinges, min 4 -point cremone locking sets with stainless steel plates, handles, buffers etc. including necessary stainless steel screws/ fasteners, nuts, bolts, washers etc. all complete as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineerin- Charge. 89 Providing & fixing mineral fibre false ceiling tiles at all height of size 595 x 595 mm. of approved texture, design and pattern. The tiles should have Humidity Resistance (RH) of 99%, Light Reflectance 85% Thermal Conductivity k = 0.052- 0.057 w/m K, Fire performance as per (Bs 476 pt - 6 & 7) in true horizontal level suspended on interlocking T-Grid of hot dipped all around galvanized iron secion of 0.33mm thick (galvanized @ 120 gsm) 90 comprising of main T-Runners of 15x32mm of length 3000mm, cross T of size 15x32mm of length 1200mm and secondary intermediate cross T of size 15x32mm of length 600mm to form grid module of size 600x600mm suspended from ceiling using galvanized mild steel item (galvanised @ 80 gsm) 50mm long 8 mm outer diameter M-6 dash fasteners, 6 mm diameter fully threaded hanger rod upto 1000 mm length and L-shape level adjuster of size 85x25x2mm, spaced at 1200mm centre to 91 centre along main T. The system should rest on periphery walls/ partitions with the help of G.I. perimeter wall angle of size 24x24x3000mm made of 0.40mm thick sheet, to be fixed to the wall with help of plastic rawl plug at 450mm centre to centre & 40mm long dry wall S.S. screws. The exposed bottom portion of all T-sections used in false ceiling support system shall be pre-painted with polyster baked paint, for all heights. The work shall be carried out as per specifications, drawings and as per directions of the engineer-in-charge. 92 With 16 mm thick beveled tegular mineral fibre false ceiling tile 93 Centering and shuttering including strutting, propping etc. and removal of form for 94 Foundations, footings, bases of columns, etc. for massconcrete 95 Suspended floors, roofs, landings, balconies and accessplatform 96 Lintels, beams, plinth beams, girders, bressumers andcantilevers 97 Columns, Pillars, Piers, Abutments, Posts and Struts 98 Providing, Suppling & fixing of cultural Terracotta tile mural work of 20mm thick inspired from the extraction of Ramayana and the Local Tangible context as per architect incharge. 99 FIRE FIGHTING WORKS 100 Providing laying, testing & commissioning of C class heavy duty MS Pipe conforming to IS 1239/3589 i/c fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. in ground including welding, excavation & providing cement concrete blocks as supports, anticorrosive treatment with coaltar/asphalt tape as per IS 10221, refilling the trench etc. of following sizes complete as required. (EXTERNAL WORKS) 101 150 mm dia. 102 100 mm dia. 103 80 mm dia. 104 Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required : 105 150 mm dia. 106 100 mm dia. 107 80 mm dia. 108 Providing, installation, testing and commissioning of non-return valve of following sizes confirming to IS: 5312 complete with rubber gasket, GI bolts, nuts, washers etc.as required : 109 150 mm dia. 110 100 mm dia. 111 80 mm dia. 112 Supplying and fixing of fire brigade connection of cast iron body with gun metal male instantaneous inlet couplings complete with cap and chain as reqd. for suitable dia MS pipe connection conforming to IS 904as required : 113 2 way - 100 mm dia M.S. Pipe (Siamese Connection) 114 4 way - 150 mm dia M.S. Pipe 115 TOTAL OF SUBHEAD-I 116 Supplying, installation, testing and commissioning of electric driven terrace pump suitable for automatic operation and consisting of following, complete in allrespects, as required: (Terrace Pump) 117 (a) Horizontal type, multistage, centrifugal, split casing pump of cast iron body & bronze impeller with stainless steel shaft, mechanical confirming to IS : 1520 118 b) Suitable HP squirell cage induction motor TEFC type suitable for operation on 415 volts, 3 phase, 50 Hz, AC supply with IP55 class of protection for enclosure, horiziontal foot mounted type with Class-F insulation, conforming to IS-325. 119 (c) M.S.fabricated common base plate, coupling, coupling guard, foundation bolts etc.as required. 120 (d) Suitable cement concrete foundation duly plastered and with anti vibration pads. 121 900 lpm at 35 m Head 122 450 lpm at 35 m Head 123 Providing & fixing of pressure switch in M.S. pipe line including connection etc. as required. (for terrace booster pump) 124 Providing & fixing of start/stop push buttons including complete connection etc. as required. (for terrace booster pump) 125 Providing and fixing in position the industrial type pressuregauges with gun metal / brass valves complete as required (for terrace booster pump) 126 Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required : 127 150 mm dia. 128 100 mm dia. 129 Providing, installation, testing and commissioning of non-return valve of following sizes confirming to IS: 5312 complete with rubber gasket, GI bolts, nuts, washers etc.as required : 130 150 mm dia. 131 100 mm dia. 132 Providing, laying, testing & commissioning of C class heavy duty MS pipe conforming to IS 3589/IS 1239 including Welding, fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required : 133 80 mm nominal bore 134 100 mm nominal bore 135 150 mm nominal bore 136 Supplying and fixing single headed internal hydrant valve with instantaneous Gunmetal/Stainless Steel coupling of 63 mm dia with cast iron wheel ISI marked conforming to IS 5290 (Type -A) with blank Gunmetal/Stainless Steel cap and chain as required : 137 Single headed Gunmetal 138 Supplying and fixing first-aid Hose Reel with MS construction spray painted in post office red, conforming to IS 884 complete with the following as required. 139 20 mm nominal internal dia water hose thermoplastic (Textile reinforced) type -2 as per IS: 12585 140 20 mm nominal internal dia gun metal globe valve & nozzle. Drum and brackets for fixing the equipmets on wall. Connections from riser with 25 mm dia stop gun metal valve & M.S. Pipe and socket. 141 40 m 142 Supplying and fixing 63 mm dia, 15 m long RRL hose pipe with 63 mm dia male and female couplings duly bound with GI wire, rivets etc. conforming to IS 636 (type-A) as required : 143 Gun metal 144 Supplying & fixing 63 mm dia gun metal short branch pipe with 20 mm nominal internal diameter size nozzle conforming to IS 903 suitable for instantaneous connection to interconnect hose pipe coupling as required : 145 Gun metal 146 Providingandfixing standard fire mans axe with heavy duty insulated rubber handle. 147 Providing of FHC Door made of 16 gauge MS Sheet with frame of size 105x70mm complete door and frame assembly including all hardwares (Concealed Flush handle,Allen Key Lock, MS Hinges, 5mm Thick Float glass) & accesories . The door to be painted with fire resistance paint. The scope shall also include the painting of the frame with the same paint as the shutter or complete as per direction of Engineer-in-charge.(Approx. size of door:900mm Wide & 1500mm Height) 148 Supplying and fixing orifice plate made out of 6 mm thick stainless steel (Grade 304) with orifice of required size to be fitted between flange & landing valve of external and internal hydrants to reduce pressure at the outlet to the level of 3.5 kg/cm2 complete as required. 149 Supplying and fixing air vessel made of 250 mm dia, 8 mm thick MS sheet, 1200 mm in height with air release valve on top and flanged connection to riser, drain arrangement with 25 mm dia gun metal wheel valve with required accessories, pressure gauge and paintingwith synthetic enamel paint of approved shade as required. 150 Supply and fixing of C02 type fire extinguisher 4.5 kg. capacity (ISI Marked IS : 2878 & TAC approved) complete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work. 151 Supply and fixing of fire extinguisher, ABC Type 6.00 kg. capacity (ISI Marked IS : 15683 & TAC approved) complete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work. 152 Providing and fixing Fire related signages printed on photoluminescent U1000 aluminium sheet of 1.0 mm (+-10%) containing Lumigen II as base chemical, covered under UV stablized coating and of appropriate sizeincluding fixing on wall, door, ceiling etc. with proper clamps, hangers, cleats, anchor fasteners etc. complete in all respects as directed by Engineer-in-charge. 153 TOTAL OF SUBHEAD-III 154 FIRE FIGHTING PANEL 155 Fabricating & Supply, installing, testing and commissioning ofsheet steel clad floor mounting control panel having suitable size for control of 1 nos. booster pumps 9.3 KW/12.5HP each having suitable incoming MCCB, incoming voltmeter with selector switch and fuses. Star delta starter with hand reset overload cum single phase preventor type relay, Ammeters to read current in any one phase, alarm with reset push button which will automatically reset for the next cycle.(As per the Technical Specifications)(At Terrace floor) 156 Fabricating & Supply, installing, testing and commissioning ofsheet steel clad floor mounting control panel having suitable size for control of 1 nos. booster pumps 5.5 KW/7.5HP each having suitable incoming MCCB, incoming voltmeter with selector switch and fuses. DOL Starter with hand reset overload cum single phase preventor type relay, Ammeters to read current in any one phase, alarm with reset push button which will automatically reset for the next cycle.(As per the Technical Specifications)(At Terrace floor) 157 Supply, installation , testing & commissioning of XLPE insulated and PVC outer sheathed Aluminium conductor armoured cable of 1.1 KV grade confirming to IS : 7098:1988 (with upto date amendments) of following sizes. 158 3 Core, X 10 sqmm. 159 3 Core, X 6 sqmm. 160 Supplying and making end termination with brass compression gland & Al.lugs for following sizes of PVC insulated, PVC sheathed/ XLPE Al.conductor cables of 1.1 KV grade as required. 161 3 Core, X 10 sqmm. 162 3 Core, X 6 sqmm. 163 Supplying and laying control wiring with multicore copper stranded conductor of following sizes PVC insulated, PVC sheathedarmoured cable between various sensors and system controller/starter etc.in pump house & out side on surface/existing cable tray complete with connections at both end with glands etc.as required 164 4 x 2.5 sq.mm 165 2 x 2.5 sq.mm 166 Supplying and installing following size of perforated pre-painted M.S.cabletrayswithperforationnotmorethan17.5%,in convenient sections, joined with connectors, suspended from the ceiling with M.S. suspenders including bolts & nuts, painting suspenders etc as required. 167 150 mm width x 50mm depth x 1.6 mm thickness. 168 FIRE ALARM SERVICES 169 Supplying, installation, testing & commissioning of main control and indicating panel made out of 16 SWG MS sheet to accommodate the following items duly powder coated in approved colour with louvers for ventilation, locking arrangement, audio and visual indication for fire alarm and public address system, monitoring system including connections, interconnections etc complete as required. 170 6 zone panel for fire alarm system 171 100 watt amplifier racks suitable for operation on 230V AC/24V DC supply conforming to IEC-268-3 complete with all Talk back master station with LED PTT (press to talk) push button for operation on 230V AC/24 V DC supply conforming to IEC-268 for simplex mode of operation/communication suitable for 20 Nos.talk back unit -1 set. 172 Annoucement control desk suitable for selection of different zones selectively and ON ALL CALL switch with visual indication etc., complete as required- 1 set. 173 Amplifier change over switch for inter changing amplifier- 1 No. Monitor panel for loudspeaker complete output selector ON/OFF switch, fuse visual indications etc. complete as required- 1 No. 174 Gooseneck microphone with stand and ON/OFF switch -1 No. Mains ON/OFF switch, fuse indication lamps, DC and AC voltmeters & ammeters terminal blocks etc. complete as required -1 set. 175 Battery charger trickle cum boost to take complete load of fire alarm & PA system complete with all accessories including providing & fixing of 2 nos. 12 volt,30 AH each sealed maintenance free batteries -1 set. 176 Supplying, installation, testing & commissioning sector panel suitable for following zones, complete with visual indications for short circuit fault, open circuit fault, fire condition and all other standard facilities as per IS:2189 with mimic diagram for all area/zone covered, complete with all connections, interconnections as required. 177 4-Zone Panel. 178 6-Zone Panel. 179 10-Zone Panel. 180 Supplying, installation, testing & commissioning of smoke detector with builtin LED and mounting base complete with all connections etc. as required. 181 Supplying, installation, testing & commissioning of response indicator on surface/recessed MS Box having two LED, metallic cover complete with all connections etc as required. 182 Supplying, installation, testing & commissioning of manual call boxes of MS construction in surface/recess with stainless steel chain & hammer assembly complete with glass and push button etc. as required. 183 Supplying, installation, testing & commissioning fire alarm sounder with facility to make announcement, mounted in M.S. box (16 SWG) with hinged cover plate & suitable for operation with amplifier i/c line matching transformer etc. complete asrequired. 184 Supplying, installation, testing & commissioning talk back slave station in surface/recess suitable for operation on simplex mode complete with P.T.T. knob & speaker/microphone enclosed in a M.S.(16 SWG)/ ABS box with break glass in front etc. complete as required. 185 Supplying & laying of 2x1.5 sqmm fire alarm armoured cable, 600/1000V rated with annealed copper conductor having XLPE insulation, steel wire armouring & FRLS outer sheath complete as required. 186 INTERNAL W/S & SANITATION WORK 187 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : 188 W.C. pan with ISI marked white solid plastic seat and lid 189 Providing and fixing white vitreous chinaextended wall mounting type water closet of size 780x370x690 mm of approved shape including providing & fixing white viterous china cistern with dual flush fittings of flushing capacity 3 litre / 6 litre ( adjustable to 4 litre / 8 litres ) includung seat cover & cistern fittings nuts , bolts and gaskets etc complete. 190 Providing & fixing toilet paper holder 191 C.P. brass 192 Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. 193 Providing and fixing Jaquar Make Hand Shower (Health Faucet) with 8mm Dia,1.2 Meter Long Flexible Tube & Wall Hook of quality and make as approved by Engineer - in - charge. 194 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: 195 White Vitreous China Wash basin size 630x450 mm witha single 15 mm C.P. brass pillar tap 196 Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:- 197 (a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer 198 Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. 199 Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. 200 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms. 201 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 202 Providing and fixing C.P.brass angle valve for basin mixer and geyser points of approved quality conforming to IS 8931 (including angle valve for WC flushing cistern & jet) 203 15 mm nominal bore 204 Providing and fixing uplasticised PVC connection pipe with brass unions : 205 45 cm length 206 15 mm nominal bore 207 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 208 100 mm diameter 209 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 210 15 mm nominal bore 211 Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. 212 15 mm nominal dia 213 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 214 600 mm long towel rail with total length of 645 mm, width78 mm and effective height of 88 mm, weighing not lessthan 190 gms. 215 Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. 216 Providing and fixing Stainless Steel AISI 304 (18/8) kitchen sink as per IS: 13983 with C.I. brackets and stainless steel plug 40 mm, including painting offittings and brackets,cuttingandmakinggoodthe walls wherever required 217 Kitchen sink with drain board 218 510x1040 mm bowl depth 200 mm 219 Providing & fixing PVC waste pipe for sink including PVC waste fittings Complete 220 Flexible Pipe 221 32mm Dia 222 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 223 15mm nominal bore 224 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 225 15mm nominal bore 226 Providing and fixing C.P. Brass extension nipple (size 15 mm x 50 mm) of approved make and quality as per direction of Engineer-in-charge. 227 Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge. (Including C.I. trap for standard urinal with vent arm with operating and other couplings in C.P.brass: 50 mm dia) 228 Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as perdirection of Engineer-in-charge and finished smooth. 229 Granite Stone of approved shade 230 Providing and fixing of Kent Elite Plus Water Purifier (RO+UV+UF+TDS Control) with flow rate (50L/hr)including all its accessories, complete in all respect including testing etc. 231 Providing and fixing of Water Cooler (Voltas Make) including all its accessories, complete in all respect including testing etc. 232 Providing and fixing of storage type (pressurised type) electrichot water heater copper sheet container, 25 mm thickinsulation, stove enamelled M.S. jacket thermostatically controlled immersion heater with pilot neon lamp, suitable length of electrical cable and 15 amp 3 pin plug top, complete in all respect including testing etc. 233 Capacity 25 Liters 234 TOTAL OF SUBHEAD-I 235 SUB HEAD-II-WATER SUPPLY 236 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. 237 Concealed work, including cutting chases and making good the walls etc. 238 For Internal Toilet 239 15 mm nominal outer dia Pipes 240 20 mm nominal outer dia Pipes 241 25 mm nominal outer dia Pipes 242 32 mm nominal outer dia Pipes 243 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. 244 Internal work - Exposed on wall 245 20 mm nominal bore 246 25 mm nominal bore 247 32 mm nominal bore 248 Providing and fixing GI pipes complete with GI fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on Wall 249 Terrace loop & Tank Filling Pipe 250 40 mm nominal bore 251 50 mm nominal bore 252 Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality : 253 40mm diameter pipe 254 50mm diameter pipe 255 Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : 256 40mm diameter pipe 257 50mm diameter pipe 258 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 259 For vertical pipe connection with terrace ringmain 260 20 mm nominal bore 261 25mm nominal bore 262 32mm nominal bore 263 40mm nominal bore 264 50mm nominal bore 265 Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 266 25 to 40 mm nominal bore 267 50 to 80 mm nominal bore 268 Providing and fixing PTMT Ball cock of approved quality, colour and make complete with Epoxy coated aluminium rod with L.P./H.P.H.D. plastic ball. 269 40 mm nominal bore, 206 mm long, weighing not less than 690 gms 270 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 271 Providing, Fixing, Testing & Commissioning of XLPE Insulation of 9mm thickness on hot water supply pipes. Astral orequivalent approved complete in all respect as directed by Engineer-in-charge. 272 15mm dia (9 mm thickness) 273 20mm dia (9 mm thickness) 274 Supply, fixing, testing and commissioning of following Electrical Actuator Single Phase 220V AC Operated Wafer Type Butterfly Valve - IP65CB - 230VAC, as per specifications:- 275 Lehry Make Automatic OHT Level Control System Consist of Following Items 276 1) LEHRY Make On-Off Type Electrical Actuator Single Phase 220V AC Operated Wafer Type Butterfly Valve with CI Body & SS Disc 2) Level Float Switch- 5M 3) Control Box (a) IP 65 Finishing(250 x 160 x 115)mm (b) LED Lamps: Tank FULL, Tank EMPTY, Power (c) Power supply toggle switch (d) Accepts 230V Single Phase power supply and provides 24VAC to float switch and 230VAC to valve coil. (e) Accepts NO/NC feedback from float switch. 277 40mm 278 Providing and fixing MS pipe puddle flanges of required size with 600mm long with 6mm thick MS plate of size 300mm x 300mmof suitable size properly fixed in RCC walls of water tanks, including necessary welding complete in all respect as per details shown on darwings and directions of Engineeer-in-charge for water tanks. 279 25mm dia. 280 32mm dia. 281 40mm dia. 282 50mm dia. 283 65mm dia. 284 80mm dia. 285 100mm dia. 286 150mm dia. 287 200mm dia. 288 250mm dia. 289 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS :13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 290 110 mm dia (for rain water) 291 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A,including jointingwithsealringconformingtoIS: 5382, leaving 10 mm gap for thermal expansion. 292 Single Push Fit Coupler 293 110 mm dia 294 Single tee with door 295 110x110x110 mm 296 Plain bend 87.5 deg 297 110 mm dia 298 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 299 110 mm dia 300 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. 301 Excavating trenches by mechinical / manual means of required width for pipes cables etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth including getting out the excavated soil , and then returning the soil as required , in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed , within a lead of 50 m. 302 All kind of soil 303 Pipes, cables etc. exceeding 80 mm dia . But not exceeding 300mm dia. 304 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W.pipes including bed concrete as per standard design: 305 100mm dia SWpipe 306 Providing, fixing, jointing and testing,uPVCSWR pipes, - type B conforming to IS : 13592to wall, ceiling and floor, approved quality, complete, for soil, waste & rain water drain including pushfit jointing with seal ring. (i) Single socketed pipes. 307 Internal Toilet (Soil & Waste Pipe) 308 75 mm 309 110 mm 310 Exposed on Wall (Soil & Waste Pipe) 311 110 mm 312 Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC pipes including jointing with seal ring leaving 10 mm gap for thermal expansion. 313 Bend without door (45°) 314 75mm 315 110mm 316 Bend without door (87.5°) 317 75mm bend 318 110mm 319 Y Fitting without door 320 75mm 321 110mm 322 Single Tee without door 323 75mm 324 110 mm 325 Single Tee with door 326 75mm 327 110 mm 328 Bend with door (87.5°) 329 75mm 330 110 mm 331 Clean Out Plug (COP) 332 75mm 333 110 mm 334 Reduced Y Fitting without door 335 110mm x 75mm 336 Reduced Tee with door 337 110mm x 75mm 338 Coupler 339 75mm 340 110mm 341 Vent Cowl 342 110mm 343 Providing, fixing, jointing and testing, unplasticized PVC pipes - 10 kg/cm2 confirming to IS : 4985 to wall, ceiling and floor, approved quality, complete, for waste water drain including jointing with rubbering/solvent/solution and airtight joints, etc. 344 For Wash basin & Urinal 345 32mm dia. Pipe 346 50mm dia. pipe 347 Elbow (45°) 348 32mm 349 50mm 350 Elbow (90°) 351 32mm 352 50mm 353 T fitting 354 32mm 355 50mm 356 Coupler 357 32mm 358 50mm 359 Providing, fixing, jointing and testing ,ofPVC Multi Floor Trap without jali ofminimum 50 mm water seal, making necessarycuttingin slabor floors and making goodincluding supports with cement concrete 1:3:6complete as approved by Engineer-in-Charge. 360 110mm x 75mm x 50mm/40mm (Toilet) 361 Providing, fixing, jointing and testing , ofPVC NahaniTrap without jali ofminimum 50 mm water seal, making necessarycuttingin slabor floors and making goodincluding supports with cement concrete 1:3:6complete as approved by Engineer-in-Charge. 362 110mm x 75mm (Toilet & Kitchen) 363 Providing and fixing PTMT grating of approved quality and colour. 364 Rectangular type with openable circular lid 365 150 mm nominal size square 100 mm diameter of the inner hinged round grating (including balcony) 366 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design : 367 150 x 100mm size P-type 368 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 369 Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete: 370 100 mm diameter 371 Excavating trenches by mechinical / manual means of required width for pipes cables etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth including getting out the excavated soil , and then returning the soil as required , in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed , within a lead of 50 m. 372 All kind of soil 373 Pipes, cables etc. exceeding 80 mm dia . But not exceeding 300mm dia. 374 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W.pipes including bed concrete as per standard design: 375 100mm dia SWpipe 376 INTERNAL ELECTRIFICATION WORKS 377 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 378 Group - B 379 Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2 way modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 380 Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point (without independent switch etc.) with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit, and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc. as required 381 Group -A 382 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 383 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire 384 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire 385 2 X 4 sq. mm + 1 X 4 sq. mm earth wire 386 2 X 6 sq. mm + 1 X 4 sq. mm earth wire 387 2 x 10 sq.mm + 1 x 6sq.mm. earth wire 388 2 x 16 sq.mm + 1 x 6sq.mm. earth wire 389 4 x 6 sq.mm + 2 x 6 sq.mm. earth wire 390 4 x 10 sq.mm + 2 x 6 sq.mm. earth wire 391 4 x 16 sq.mm + 2 x 6sq.mm. earth wire 392 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 amps modular switch, connection etc. as required. 393 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection etc. as required. 394 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providng and fixing 2 nos. 3 pin 5/6 A modular socket outlet and 2 nos. 5/6 A modular switch, connections etc. as required. (For light plugs to be used in non residential buildings). 395 Supplying & fixing suitable size GI box wih modular plate and cover in front on surface or in recess including providing and fixing 25 A modular socket outlet and 25 A modular SP MCB, C curve including connections, painting etc. as required. 396 Wiring for light/ power plug plug with 2 X 4 sq. mm FRLC PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit along with 1 Nos 4 sq. mm FRLC PVC insulated copper conductor single core cable for loop earthing as required 397 Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required 398 Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required 399 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required 400 5/6 A switch 401 3 pin 5/6 A socket outlet 402 Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required. 403 Installation ,Testing, Commissioning of wall bracket /ceiling fittings of all sizes and shapes containing upto two GLS/CFL/LED lamps per fitting, complete with all accessories including connections etc. as required. 404 Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box forceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5mm thick M.S. sheet with its top surface hacked for proper bonding,top lid shall be screwed into the cast iron/ M.S. sheet box by means of3.3 mm dia round headed screws, one lock at the corners. Clamp shallbe made of 12 mm dia M.S. bar bent to shape as per standard drawing. 405 Supplying and fixing extra down rod of 10 cm length G.I. pipe, 15 mm dia, heavy gauge including painting etc. as required. (Note : More than 5 cm length shall be rounded to the nearest 10 cm and 5 cm or less shall be ignored) 406 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required 407 Upto 450 mm sweep 408 Extra for fixing the Louvers/ shutters complete with frame for exhaust fans of all sizes. 409 Supply of surface/Recessed mounting 2x2 feet 36W LED , suitable for 24Hr Continuous Operation, 3000-6000 system lumens, 110lm/W,PF>0.95, THD <10% at full load, CRI>80, Avg Life Class 50000Hrs @L70,complete in all respect. 410 Supply of surface mounting 2x2 feet 24 to 30W LED , suitable for 24Hr Continuous Operation, 3000-6000 system lumens, 110lm/W,PF>0.95, THD <10% at full load, CRI>80, Avg Life Class 50000Hrs @L70,complete in all respect. 411 Supply of LED 4ft 2x20W LED Tube light with a nominal system lumen output of 4000 lumens and a minimum system efficacy of 100 lm/W. The luminaire shall have a rated system lifetime of 25,000 burning hours at L70. The luminaire should have a color temperature of 3000K and CRI>80. The luminaire shall meet IP20 rating with THD < 10% and PF > 0.9. The luminaire housing should made of extrusion Al with a PCdiffuser. The total power consumption should not exceed 42W (including driver).Including connection with 1.5 sqmm FRLS PVC insulated copper conductor Make Jaguar LUNI01X220XW, Philips / BAJAJ or Eq. 412 Supply of LED 4ft Batten with a nominal system lumen output of 2000 lumens and a minimum system efficacy of 100 lm/W. The luminaire shall have a rated system lifetime of 25,000 burning hours at L70. The luminaire should have a color temperature of 4000K and CRI>80. The luminaire shall meet IP20 rating with THD < 10% and PF > 0.9. The luminaire housing should made of extrusion Al with a PCdiffuser. The total power consumption should not exceed 21W (including driver).Including connection with 1.5 sqmm FRLS PVC insulated copper conductor. 413 Supply of Surface mounting round 6 Watt 10 Watt , LED Down Lighter, suitable for 24Hr Continuous Operation, 660-1100 system lumens, 110lm/W,PF>0.95, THD <10% at full load, CRI>80, Avg Life Class 50000Hrs @L70,complete in all respect. 414 Supply ofSurface mounting round 12 Watt 15 Watt ,suitable for 24Hr Continuous Operation, 100lm/W,PF>0.95, THD <10% at full load, CRI>80, Avg Life Class 50000Hrs @L70,complete in all respect 415 Supply of Surface mounting square 20 Watt , suitable for 24Hr Continuous Operation, 100lm/W,PF>0.95, THD <10% at full load, CRI>80, Avg Life Class 50000Hrs @L70,complete in all respect. 416 Supplying of Bulkhead type light fitting complete with, wire guard, holder, electronic ballast 1 x 10 W lamp including connections etc.Including connection with 1.5 sqmm FRLS PVC insulated copper conductor as required. 417 Supplying of LED mirror light luminaire with 10Wwatt complete with electronic ballast, lamp including connection etc. complete as required, Including connection with 1.5 sqmm FRLS PVC insulated copper conductor. 418 Supply of LED Flood light 50 Watt , suitable for 24Hr Continuous Operation, 110lm/W,PF>0.95, THD <10% at full load, CRI>80, Avg Life Class 50000Hrs @L70, CCT 3000K, complete in all respect, 419 Supplying and fixing brass batten/ angle holder including connection etc. as required. 420 Supplying of 9 Watt 4 Star LED Wall Light Blub complete in all respect. 421 Supplying of 9 Watt Decorative LED Wall Light complete in all respect. 422 MACTY SURFACE DOWNLIGHT Divinity Sarface Macty Up and Down Light Outdoor Fixture (IP-65) Optical system=LensWattage=2x10WLumen=1600lmCCT=3000KCRI>80Beam Angle=12° /24° / 36° / 60°Driver=Non Dimmable Material=Aluminium Dia castingStandard Lifetime=L70Minimum 50000 HoursFinish=BlackDimension=Dia=100mm,H=100mm 423 Supply, Installation, Testing and Commissioning of LED RGB/RGBW Linear Wall Washer luminaire for Facade lighting with aluminium extruded housing, of following wattage. Luminaire shall be capable of producing dynamic color changing light with 16 million colors by DMX/Ethernet based control. The beam angle of the fitting shall be narrow, medium, wide or asymmetric as per the requirement. Luminaire shall be complete with driver andapable of operating at line voltage without any separate power supply from 100 to 270 V AC, 50 Hz, power factor > 0.9 . Fixture shall be suitable to operate at ambient temperature range of -10°C to +50°C and shall be IP 65 and IK06 rated. Lifetime should be at least L70:50000 burning hours at 50°C. Luminaire shall be conforming to BIS and shall be complete with all necessary accessories required for proper working of fixture including weather proof connection cables, water proof connectors etc. as required. 424 Supply and Fixing 24 Wattage Burial UNIIn Ground- Burial ip68 waterproof BBP343 LED2400/1800/WW 24W/18W 20D 100-240V (Philips/Siems/or Equivalent) 425 Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CMM/W) minimum 6.85, Air delivery minimum 215 CMM, 350 RPM (tolerance as per IS : 374- 2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required. 1200 mm sweep ceiling fan 426 Supplying, erection, connecting, testing and commissioning of 400 mm Wall Fancomplete in all respect. 427 Supplying of following size exhaust fan complete with gravity louver and connection with 3 core flexible wire as required. 428 300mm EXHAUST FAN 429 Providing and fixing following rating and breaking capacity and pole MCCB with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections, etc. as required 430 63 A,25KA,FP MCCB 431 100 A,30KA,FPMCCB 432 125 A,36KA,FPMCCB 433 160 A,25KA,FP MCCB 434 200 A, 36KA,FPMCCB 435 Supplying and fixing following way ,single pole and neutral,sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 436 6 Way Double Door 437 8 way, Double door 438 12 way, Double Door 439 16 way, Double Door 440 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 441 4 Way Double door 442 6 way Double door 443 8 way Double door 444 12 way Double door 445 Supplying and fixing following way surface/ recess mounting, vertical type, 415 V, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 A, tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCBs (but without MCBs and incomer) as required.(Note : Vertical type MCB TP DB is normally used where 3 phase outlet are required.) 446 4 way (4 + 12), Double door 447 8 way (4 + 24), Double door 448 Supplying and fixing TP/FP sheet steel enclosure on surface/ recess. Suitable for upto 125 A 415 V MCCB complete with connections, testing and commissioning etc. as required. 449 Supplying and fixing following rating, four pole, 415 V, MCB in the existing MCB DB complete with connections, testing and commissioning etc. as required 450 40 amps SP MCB 451 40 amps DP MCB 452 63 amps DP MCB 453 40 amps TP MCB 454 63 amps TP MCB 455 40 amps 4P MCB 456 63 amps 4P MCB 457 Supplying and fixing following rating, double pole, 240 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required 458 40 amps 459 63 amps 460 Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required 461 40 amps 462 63 amps 463 Supplying and fixing following rating, double pole, (single phase and neutral), 240 V, residual current circuit breaker (RCCB),having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. As required. 464 25 amps 465 40 amps 466 63 amps 467 Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 468 Single pole 469 Double pole 470 Triple pole 471 Triple pole and neutral 472 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. 473 Supplying and fixing 1P LCD Energy Meter 5-30A with BOX 474 Supplying and fixing 3Ph 4 W kWh Dir base mtg 240V 10- 60 A Energy Meter 475 Supplying and fixing 20 A, 240 V, SPN Industrial type socket outlet, with 2 pole and earth, metal enclosed plug top alongwith 20 A C curve, SP, MCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket out let and complete with connections, testing and commissioning etc. as required. 476 Supplying and fixing DP sheet steel enclosure on surface/ recessalong with 25/32 A 240 V C curve DP MCB complete withconnections, testing and commissioning etc. as required. 477 Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc. in the existing trench, complete as required. 478 90 mm dia (OD-90 mm & ID-76 mm nominal) 479 Supply, installation, testing and commissioning of electrical panel, modular type, front accessible only, free floor standing confirming to Minimum IP:43 degree of protection.The panel sheet structure shall undergo seven tank pre-treatment process before painting.The sheet steel shall be all of 2.0mm thick CRCA sheet.All the openable compartments of the panel shall be completely shrouded and provided with padlocking arrangement on all compartments including bus bar and cable alley chambers.The panel height shall not exceed 2200mm and the maximum operating height for any switchgear shall not be more than 1700mm.The panel shall be provided with minimum 75mm base channel frame fabricated from ISMC sections.All bus bar links in the panel shall be solid bus bars with coloured PVC shrinkable sleeves, no wires will be acceptable.Continuous earth bus shall run alround the panel with earthing studs provided at minimum 2 places.The control wiring shall be carried out with minimum 1.5/2.5 sqmm copper wires and adequate number of NO/NC, potential free contacts incorporated for remote operation of the starters.Proper sized cable termination gland plates shall be provided oncable alleys and knockouts for same shall be provided during fabrication stage itself.The panel shall be provided with a thermostatically controlled heating arrangement (200 W) to take care of high humidity conditions.A 5A socket service outlet (single phase) shall be provided in one of the compartments as ervice outlet in the panel.Panel shall be so designed at to have minimum 20% spare feeders/space.Panel shall undergo epoxy powder coated paint, colour as per IS:5 requirement.All cable terminations shall be from top.The complete panel shall be fuse less type, for control circuits 2A/6A MCBs to be used.All bus bars shall be of aluminium, electrolytic grade only.Maximum design density shall not exceed 1 Amps/Sqmm.All bus bars shall be insulated with coloured heat shrinkable PVC sleeved.All bus bar supports shall be non hygroscopic DMC/SMC supports. 480 The panel shall be manufactured in conformance to requirements of local electrical inspector and it shall be contractors responsibility to get initial approval of drawings and also final approval of complete electrical works related to this section. 481 The minimum clearances between bus bars shall be as follows : 482 Phase to phase - minimum 20mm 483 Phase to neutral-minimum 15mm 484 MAIN PANEL 485 Same as above item but following mountings. 486 INCOMER:- 487 One (1) No 160 Amp. 4P MCCB of 25KA (Ics=Icu)Breaking Capacity with thermal Magnetic release 488 Metering : 489 1 Set of CTs one of 160/ 5Amp ratio for Multifunction Meter 490 One (1) Set of Phase Indication Lamp. 491 Bus Bar : 492 One (1) No.200 Amp.TPN aluminimum bus bar of suitable length. 493 Outgoing : 494 Phase indication lamps on each outgoing to be provided. 495 40 Amps 4P MCCB of 25KA (Ics=Icu)Breaking Capacity- 6 No 496 63 Amps 4P MCCB of 25KA (Ics=Icu)Breaking Capacity- 2 No 497 10 Amps DP MCB of 10KA (Ics=Icu)Breaking Capacity- 2 No 498 2 Nos.Space & Spare 499 Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required. Details of cost for one each 500 Earthing with G.I. earth plate 600 mm x 600 mm x 6 mm thick including accessories , and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. (but with charcoal or coke and salt) as required. 501 Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required 502 Supplying and laying 25 mm X 5 mm copper strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of brass nut bolt & spring washer spaced at 50mm) 503 Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) 504 Providing and Fixing 6 SWG dia G.I. Wire on surface or in recess for connection etc. as required. 505 Providing and fixing 25 mm X 5 mm copper strip on surface or in recess for connections etc. as required. 506 Providing and fixing 25 mm x 5 mm G.I. strip on surface or in recess for connections etc. as required. 507 Supplying, drawing, connecting and testing of 0.5 mm dia annealed copper conductor PVC insulated PVC sheathed telephone wire in existing conduit/wire way duct etc. as required of following sizes: 508 2 Pair (4 core) 509 Providing, laying, connecting and testing of multi-core telephone unarmoured cable of conductor size 0.5mm dia annealed copper conductor PVC insulated PVC sheathed jelly filled (as per DOT specification) cable along wall or ceiling or through existing pipe. 510 100 Pair telephone cable 511 20 Pair telephone cable 512 10 Pair telephone cable 513 5 Pair telephone cable 514 Providing, fixing connecting and testing of under noted size of solderless telephone tag block Krone make in surface/recess in wall required size of M.S. box with hinged lockable cover duly stove enamel painted. 515 5 Pair tag block 516 10 pair tag block 517 20 pair tag block 518 100 pair tag block 519 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 520 20mm dia PVC conduit 521 25mm dia PVC conduit 522 32mm dia PVC conduit 523 Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc as required 524 1 or 2 Module (75mmX75mm) 525 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required 526 Telephone socket outlet 527 TV antenna socket outlet 528 Bell Push 529 RJ-45 Data Socket outlet 530 Supplying and fixing call bell/ buzzer suitable for single phase,230 V, complete as required. 531 Supplying and drawing of UTP 4 pair CAT 6 LAN Cable in the existing surface/ recessed Steel/ PVC conduit as required. 532 1 run of cable 533 Providing, laying, connecting and testing of unarmoured TV cable RG-6 PVC insulated cable along wall or ceiling or through existing pipe. 534 Laying of one number PVC insulated and PVC sheathed / XLPE powerCable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. 535 Up to 35 sq.mm. 536 Above 35 sq.mm. and up to 95 sq.mm. 537 Above 95 sq.mm. and upto 185 sq.mm. 538 Above 185 sq.mm. and up to 400 sq.mm. 539 Laying of one number additional PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground in the same trench in one tier horizontal formation including excavation, sand cushioning, rotective covering and refilling the trench etc as required 540 Up to 35 sq.mm. 541 Above 35 sq.mm. and up to 95 sq.mm. 542 Above 95 sq.mm. and upto 185 sq.mm. 543 Above 185 sq.mm. and up to 400 sq.mm. 544 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation and refilling the trench etc as required, but excluding sand cushioning and protective covering. 545 Up to 35 sq.mm. 546 Above 35 sq.mm. and up to 95 sq.mm. 547 Above 95 sq.mm. and upto 185 sq.mm. 548 Above 185 sq.mm. and up to 400 sq.mm. 549 Laying of one number additional PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground in the same trench in one tier horizontal formation including excavation and refilling the trench etc as required, but excluding sand cushioning and protective covering. 550 Up to 35 sq.mm. 551 Above 35 sq.mm. and up to 95 sq.mm. 552 Above 95 sq.mm. and upto 185 sq.mm. 553 Above 185 sq.mm. and up to 400 sq.mm. 554 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/ METAL pipe as required 555 Up to 35 sq.mm. 556 Above 35 sq.mm. and up to 95 sq.mm. 557 Above 95 sq.mm. and upto 185 sq.mm. 558 Above 185 sq.mm. and up to 400 sq.mm. 559 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing masonry open duct as required. 560 Up to 35 sq.mm. 561 Above 35 sq.mm. and up to 95 sq.mm. 562 Above 95 sq.mm. and upto 185 sq.mm. 563 Above 185 sq.mm. and up to 400 sq.mm. 564 Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as required 565 Upto 35 sq. mm (clamped with 1mm thick saddle 566 Above 35 sq. mm and upto 95 sq. mm (clamped with 25x3mm MS flat clamp 567 Above 95 sq. mm and upto 185 sq. mm (clamped with 25/40x3mm MS flat clamp 568 Above 185 sq. mm and upto 400 sq. mm (clamped with 40x3mm MS flat clamp) 569 Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on cable tray as required. 570 Upto 35 sq. mm (clamped with 1mm thick saddle) 571 Above 35 sq. mm and upto 95 sq. mm (clamped with 25x3mm MS flat clamp) 572 Above 95 sq. mm and upto 185 sq. mm (clamped with 25/40x3mm MS flat clamp) 573 Above 185 sq. mm and upto 400 sq. mm (clamped with 40x3mm MS flat clamp) 574 Supply of following siz of 1.1KV grade multicorealuminium conductor XLPE insulated and PVC shethed armoured cable as per IS 7098:1988 with up to date amendment 575 3.5 x 400 sq.mm. 576 3.5 x 300 sq.mm. 577 3.5 x 240 sq.mm. 578 3.5 x 185 sq.mm 579 3.5 x 150 sq.mm 580 3.5 x 120 sq.mm 581 3.5 x 95 sq.mm 582 3.5 x 70 sq.mm 583 3.5 x 50 sq.mm 584 3.5 x 35 sq.mm 585 3.5 x 25 sq.mm. 586 4 x 25 sq.mm 587 4 x 16 sq.mm 588 4 x 10 sq.mm 589 4 x 6 sq.mm 590 2 x 16 sq.mm, 591 2 x 10 sq.mm, 592 2 x 6 sq.mm, 593 Supplying and making cable end terminations with brasscompression gland and aluminium lugs for following size of PVC insulated PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade, completeas required. 594 2 X 6 sq. mm (19mm) 595 2 X 10 sq. mm (19mm) 596 2 X 16 sq. mm (22mm) 597 3½ X 25 sq. mm (28mm) 598 3½ X 35 sq. mm (32mm) 599 3½ X 50 sq. mm (35mm) 600 3½ X 70 sq. mm (38mm) 601 3½ X 95 sq. mm (45mm) 602 3½ X 120 sq. mm (45mm) 603 3½ X 150 sq. mm (50mm) 604 3½ X 185 sq. mm (57mm) 605 3½ X 225 sq. mm (62mm) 606 3½ X 240 sq. mm (62mm) 607 3½ X 300 sq. mm (70mm) 608 3½ X 400 sq. mm (82mm) 609 4 X 10 sq. mm (25mm) 610 4 X 16 sq. mm (28mm) 611 Providing, laying and fixing following dia G.I. pipe (mediumclass) in ground complete with G.I. fittings including trenching(75 cm deep)and re-filling etc as required 612 100 mm dia 613 Providing, laying and fixing following dia RCC pipe NP2 class (light duty) in ground complete with RCC collars, jointing with cement mortar 1:2 (1 cement : 2 fine sand) including trenching (75 cm deep) and refilling etc as required. 614 100mm dia 615 150 mm dia 616 250 mm dia 617 300 mm dia 618 Supplying and laying of following size DWC HDPE pipe ISI markedalong with all accessories like socket, bend, couplers etc.conforming to IS 14930, Part II complete with fitting and cutting,jointing etc.direct in ground (75 cm below ground level) includingexcavation and refilling the trench but excluding sand cushioningand protective covering etc., complete as required. 619 90 mm dia (OD-90 mm & ID-76 mm nominal) 620 Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray (Galvanisation thickness not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required. 621 100 mm wide x 50 mm depth x 1.6 mm thickness. 622 150 mm wide x 50 mm depth x 1.6 mm thickness. 623 Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray bends (galvanisation not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required. 624 100 mm wide x 50 mm depth x 1.6 mm thickness. 625 150 mm wide x 50 mm depth x 1.6 mm thickness. 626 Supplying and installing following size of perforated Hot DippedGalvanised Iron cable tray Tee (galvanisation not less than 50microns) with perforation not more than 17.5%, in convenientsections, joined with connectors, suspended from the ceilingwith G.I. suspenders including G.I. bolts & nuts, etc. as required. 627 100 mm wide x 50 mm depth x 1.6 mm thickness. 628 EXTERNAL SEWERAGE & WATER SUPPLY SYSTEM 629 COST OF SEWERAGE WORKS 630 Excavating trenches by mechinical / manual means of required width for pipes cables etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth including getting out the excavated soil , and then returning the soil as required , in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed , within a lead of 50 m. 631 up to 1.50 m depth 632 Pipes 80 mm to 300 mmdiameter 633 1.50 m to 3.00 m depth 634 Pipes 80 mm to 300 mmdiameter 635 Opentimbering in trenches including shuttering and shoring complete. (Measurement to be taken of the face area timbered) 636 Depth not exceeding 1.5 meter 637 Depth 1.5 to3.00meter 638 Providing and laying NonpressureNP 2 class (light duty) RCC pipe with collars jointed withstiffmixtureofcement mortar in the proportion of 1:2 (1cement : 2 finesand ) includingtestingof joints etc. complete. 639 150 mm.dia. RCCPipes 640 Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size) upto the haunches of pipes including bed concrete as per standard design 641 150 mm.dia. RCCPipes 642 Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design. 643 Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg). 644 With common burnt clay FPS (non modular) bricks of class designation 75 645 (i) For Sewer Line 646 Extra for depth for manholes: 647 Size 90x80cm with With common burnt clay FPS (non modular) bricks of class designation 7.5 648 Inside size 90x120cms and 90cms deep including CI cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58kg). 649 With common burnt clay FPS (non modular) bricks of class designation 75 650 (i) For Sewer Line 651 Extra for depth for manholes: 652 Size 90x120cm with With common burnt clay FPS (non modular) bricks of class designation 7.5 653 Providing orange colour safety footrests of minimum 6 mm thick plastic encapsulated as per IS:10910 on 12 mm dia steel bar conforming to IS:1786 having minimum cross section as 23 mm x 25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm thread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufactures permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. 654 Providing & fixing G.I. pipes complete with G.I. fittings includingtenching and refilling etc. (external work) 655 80mm nominal bore. 656 65mm nominal bore. 657 50mm nominal bore. 658 40mm nominal bore. 659 32mm nominal bore. 660 25mm nominal bore. 661 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 662 80mm nominal bore. 663 65mm nominal bore. 664 50mm nominal bore. 665 40mm nominal bore. 666 32mm nominal bore. 667 25mm nominal bore. 668 Providing and fixing gun metal non- return valve of approved quality (screwed end) : (horizontal) 669 80mm nominal bore. 670 65mm nominal bore. 671 50mm nominal bore. 672 40mm nominal bore. 673 32mm nominal bore. 674 25mm nominal bore. 675 Constructing masonry Chamber 90X90X100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand ) for sluice valve, with C.I. surface box 100mm, top diameter, 160 mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab 1:2:4 mix ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 (1 cement :5 fine sand : 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand ) 12 mm thick finished with a floating coat of neat cement complete as per standard design : 676 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 677 Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick,finished with a floating coat of neat cement complete as per standard design : 678 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 679 EXTERNAL SEWERAGE SYSTEM (SEPTIC TANK) 680 SEPTIC TANK & SOAK PIT 681 Size :- Length = 5.0 M. Width = 2.0M Total Depth =3.00M 682 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5 m, as directed by Engineer-incharge. 683 In all kind of soil upto 1.5m depth 684 In all kind of soil upto 1.5m to 3.0m. depth 685 In all kind of soil upto 3.0m to 4.5m. depth 686 Providing and laying of cement concrete in base excluding the cost of centring and shuttering by 1:2:4 (1 cement : 2 coarse sand : 4 gradded stone aggregae 40mm nominal size) 687 Brick work with brick of class designation 150 in foundation and plinth in cement mortar (1 cement : 4 coarse sand) 688 Reinforcement cement concrete work in RCC culvert slab with 1:1.5:3 (1 cement : 1.5 coarse sand and 3 gradded stone aggregate of 20 mm nominal size) excluding centering and shuttering and reinforcement. 689 Suspended floors, roofs, landings, balconies and access platform. 690 P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. 691 12mm cement plaster on rough side of mix 1:3 (1 cement : 3 coarse sand) 692 Providing M.S. foot rest including fixing with 20x20x10 cm. cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 gradded aggregate of nominal size 20mm ) as per standard design with 20x20mm sq bars. 693 Providing and fixing C.I. tee at the inlet and outlet of septic tank. 694 Providing & fixing 75mm dia vent pipes. 695 Providing & fixing of 75mm dia cast iron terminal guard. 696 Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. 697 M.D. -10- Circular shape 500mm internal diameter 698 M.D. -2.5- Circular shape 450mm internal diameter 699 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks of class designation 75 and S.W. drain pipe 100 mm diameter, 1.8m long complete as per standard design. 700 With F.P.S. bricks 701 RAIN WATER HARVESTING WORKS 702 RECHARGE PITS 703 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5 m, as directed by Engineer-incharge. 704 In all kind of soil upto 1.5m depth 705 In all kind of soil upto 1.5m to 3.0m. depth 706 In all kind of soil upto 3.0m to 4.5m. depth 707 In all kind of soil upto 4.5 m to 6.0m. depth 708 Providing and laying in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded Stone aggregate 20 mm nominal size) and curing complete,including cost of form- work,in foundation and floors. 709 Class M-150 brick work in 1:4 cement coarse sand mortar infoundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work. 710 Reinforcement cement concrete work in RCC culvert slab with 1:1.5:3 (1 cement : 1.5 coarse sand and 3 gradded stone aggregate of 20 mm nominal size) excluding centering and shuttering and reinforcement. 711 Suspended floors, roofs, landings, balconies and access platform. 712 Providing & Fixing Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. 713 12mm cement plaster on rough side of single or half brick wall mix 714 1:3 (1 cement : 3 Coarse sand) 715 Providing M.S. foot rests including fixing in manoholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as per standard design: 716 With 20x20mm square bar 717 Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. 718 M.D. -10- Circular shape 500mm internal diameter 719 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level. 720 Drilling of 300mm dia bore hole manually. 721 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 722 150 mm nominal size dia 723 Supplying, filling, spreading & leveling stone boulders of size range5 cm to 20 cm, in recharge pit, in the required thickness, for all leads& lifts, all complete as per direction of Engineer-in-charge. 724 Supplying, filling, spreading & leveling gravels of size range 5 mm to10 mm, in the recharge pit, over the existing layer of boulders, inrequired thickness, for all leads & lifts, all complete as per directionof Engineer-in-charge. 725 Supplying, filling, spreading & leveling coarse sand of size range 1.5mm to 2 mm in recharge pit, in required thickness over gravel layer,for all leads & lifts, all complete as per direction of Engineer -incharge. 726 Gravel packing in tubewell construction in accordance with IS: 4097,including providing gravel fine/ medium/ coarse, in required grading& sizes as per actual requirement, all complete as per direction ofEngineer-in-charge. 727 DESILTING CHAMBER 728 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5 m, as directed by Engineer-incharge. 729 In all kind of soil upto 1.5m depth 730 In all kind of soil upto 1.5m to 3.0m. depth 731 Providing and laying in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded Stone aggregate 20 mm nominal size) and curing complete,including cost of form- work,in foundation and floors. 732 Class M-150 brick work in 1:4 cement coarse sand mortar infoundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work. 733 Reinforcement cement concrete work in RCC culvert slab with 1:1.5:3 (1 cement : 1.5 coarse sand and 3 gradded stone aggregate of 20 mm nominal size) excluding centering and shuttering and reinforcement. 734 Suspended floors, roofs, landings, balconies and access platform. 735 Providing & Fixing Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. 736 15mm cement plaster on rough side of single or half brick wall mix 737 1:3 (1 cement : 3 Coarse sand) 738 Providing M.S. foot rests including fixing in manoholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as per standard design: 739 With 20x20mm square bar 740 Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. 741 M.D. -10- Circular shape 500mm internal diameter 742 COST OF EACH RAIN WATER HARVESTING 743 TOTAL NO. OF RAIN WATER HARVESTING 744 TOTAL COST OF RAIN WATER HARVESTING 745 DRAINAGE NETWORK 746 Excavating trenches by mechinical / manual means of required width for pipes cables etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth including getting out the excavated soil , and then returning the soil as required , in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed , within a lead of 50 m. 747 up to 1.50 m depth 748 Pipes 80 mm to 300 mmdiameter 749 Providing and laying NonpressureNP 2 class (light duty) RCC pipe with collars jointed withstiffmixtureofcement mortar in the proportion of 1:2 (1cement : 2 finesand ) includingtestingof joints etc. complete. 750 150 mm.dia. RCCPipes 751 Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size) upto the haunches of pipes including bed concrete as per standard design 752 150 mm. dia. 753 Constructing brick masonry INSPECTION chamber 60x60x75 cm with bricks of class designation 50 in cement mortar 1:4 (1 cement : 4 coarse sand) including CI cover with frame LIGHT WEIGHT complete as perdesign. With FPS bricks 754 Constructing brick masonary open surface drain with bricks of class designation 75 in cement mortar 1:4 (1 cement : 4 fine sand) including earth excavation, 10cm thick bed concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size) and 25mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size) for filling haunches including 12mm cement plaster 1:4 (1 cement : 4 coarse sand ) with a floating coat of neat cement inside the drain, its top and exposed side including disposal of surplus earth complete as per standard design: 755 Drain 300 wide average.Depth 45 cm with R.C.C. slab 756 INTERLOCKING PATHWAY (283 Sqm) 757 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil (D.S.R. 2.8.1) 758 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) (D.S.R. 4.1.8) 759 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) 760 Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. 761 Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 12 mm cement plaster 762 TRIMIXING FOR PARKING AREA 184.98 SQM 763 Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil 764 Providing and layingin cement concrete 1:4:8 (1 cement: 4 coarse sand : 8 graded Stone aggregate 40 mm nominal size) and curing complete, including cost ofform-work, in foundation and floors. DSR 4.1.8 765 Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finishedwith screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specificationsand directions of Engineer-in-charge. Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately (DSR-16.75) 766 Providing and laying in position bitumen hot sealing compound for expansion joints etc. Using grade A sealing compound. DSR- 16.46.1 767 P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level.[ DSR 5.22.6 ] 768 BORING & SUBMERSIBLE PUMP 769 Drilling of 200 mm dia bore hole. 770 Supply of 125 mm dia MSpipe as per IS1239 771 Supply of 125 mm dia slotted MSpipe 772 Supply and fixing of nylon jali around the slotted pipes complete as required. 773 Providing and packing of coarse sand / pea gravel around the pipe. 774 Transport of boring tools other required equipements and installation at site. 775 Supply of submersible pump (3.7KW/5.0 HP) of make KSB (Cora) for 200 lit/min discharge at 50 meter head with control panel, support wire etc complete. 776 Providing 3 core PVC insulated submersible cable. (from pump panel to submersible pump) 777 Providing and fixing 65 mm dia. G.I. pipe complete with fittings and clamps including cutting and making good the wall etc. (from submersible pump to ground level) 778 Providing and fixing 65 mm dia. brass gate valve with CI wheel of approved quality. 779 Lowering of 125 mm dia MS pipe in bore hole including cutting,jointing etc complete. 780 Supply and fixing of tube well accessories i.e. well cap, clips, clamps, etc. to complete the job in all respect. 781 Fixing, testing and commissioning for erection and lowering of submersible pump, 65 mm dia GI column pipe, 3 core submersible copper cable upto the control panel, supporting clamps, cable clips, pressure gauge, connection line and all other accessories required for the proper completion of the work. 782 Testing and development of tube well. 783 HORTICULTURE 784 Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly leveling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or/and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure). 785 Supplying and stacking of good earth at site including royalty but including carriage1km (earth measusred in stacks will be reduced by 20% for payment). 786 Supplying and stacking at site dump manure from approved source, including carriage up to 1 km (manure measured in stacks will be reduced by 8% for payment) : Screened through sieve of I.S. designation 16 mm 787 Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge.. 788 Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately). 789 Rough dressing the trenched ground including breaking the clods. 790 Fine dressing the ground 791 Grassing with selection No.1 grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and the good earth shall be paid for separately). 792 Uprooting weeds from the trenched area after 10 to 15 days after flooding with water including disposal of uprooted vegetation. 793 Providing & laying Selection no. 1 grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same maintenance for 30 days or more till the grass establish properly,as per direction of officer in charge 794 With grass Turf 795 Preparation of mounds of various size and shape by available excavated / supplied earth in layers not exceeding 20 cm in depth, breaking clods, watering of each layer, dressing etc., lead upto 50 meter and lift upto 1.5 m complete as per direction of Officer-in-charge. 796 Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) :Holes 90 cm dia, and 90 cm deep 797 Preparation of beds for hedging and shrubbery by excavating 60 cmdeep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately). 798 Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cost of plant & water) 799 Providing and stacking of Acacia auriculiformis of ht 150-165 cm in bag size of 25 cm as per direction of the officer-in-charge. 800 Providing and stacking of Adansonia digitata (kalp vricksh) of ht 150-165 cm in bag size of 25 cm as per direction of the officer-in-charge. 801 Providing and stacking of Bombax ceiba of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. 802 Providing and stacking of Bottle palm of ht. 150-180 cm bottom girth 20-25 cm well developed in big poly bags of size 25 cm as per direction of the officer-in-charge. 803 Providing and stacking of Bottle palm of ht. 270-300 cm bottom girth 40-50 cm well developed in big HDPE bags as per direction of the officer-in-charge 804 Providing and stacking of Fishtail palm of ht. 270-300 cm bottom girth 40-50 cm well developed in big size HDPE bags as per direction of the officer-in-charge. 805 Providing and stacking of Foxtail palm of ht. 240-270 cm bottom girth 35 - 40 cm well developed in big size HDPE bags as per direction of the officer-in-charge. 806 Providing and stacking of Phoenix sylvestris Roxb. (Wild date palm/khajur)of height 150-165 cm. in Big HDPE Bag as per direction of the officer-in-charge. 807 Providing and stacking of Pinus longifolia (Pinus) of height 90-105 cm. in cement pots of size 35 cm as per direction of the officer-in-charge. 808 Providing and stacking of Butea frondosa (Flame of Forest) of height 60-75 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. 809 Providing and stacking of Cassia fistula (Amaltash) of height 120-135 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. 810 Providing and stacking of Plumeria alba dwarf dwarf of height 90-105 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge. 811 Providing and stacking of Plumeria rubra of height 120-150 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge. 812 Providing and stacking of Polyalthia longifolia (Ashok) of height 180-195 cm. in gunny bag of size 30 cm as per direction of the officer-in-charge. 813 Providing and stacking of Ficus benjamina (green) of height 120-135 cm. with 6-8 branches and lush green foliage in g. bags of size 25 cm as per direction of the officer-in-charge. 814 Providing and stacking of Ficus panda of height 90-105 cm. with 10-12 branches and healthy foliage, well formed in cement pots of size 30 cm as per direction of the officer-in-charge.. 815 GST Extra As per Applicable
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 5
Uttar Pradesh View Result →
42.
Housing Urban and Rular Development #9443232 Technical Bid
Tender For Proposed Tourism Development Of Shiv Temple At Vill-Negura District-Mirzapur., 1 Proposed Tourism Development of Shiv Temple at Vill-Negura District-Mirzapur 2 (Civil work) TOURIST HALL 3 Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. 4 Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. 5 Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) and curing complete,including cost of form- work, in foundation and floors. 6 Sand filling in plinth under floors including watering, ramming, consolidating and dressing complete including lead up to 50m and lift upto 1.5m and including cost of sand. 7 Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : 8 Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres / sqm of the vertical surface ofthe substructure to a depth of 300mm including excavation channel along the wall & rodding etc. complete: 9 With Chlorpyriphos E.C. 20% with 1% concentration 10 Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: 11 With Chlorpyriphos E.C. 20% with 1% concentration 12 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement 13 All works upto plinth level 14 Concrete of M25 grade with minimum cement content of 330 kg /cum 15 All works above plinth level upto floor V level 16 Concrete of M25 grade with minimum cement content of 330 kg /cum 17 Centering and shuttering including strutting, propping etc. and removal of form for 18 Foundations, footings, bases of columns, etc. for massconcrete 19 Suspended floors, roofs, landings, balconies and accessplatform 20 Lintels, beams, plinth beams, girders, bressumers andcantilevers 21 Columns, Pillars, Piers, Abutments, Posts and Struts 22 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) 23 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand) 24 Ground Floor 25 First Floor 26 Second Floor 27 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level.Cement mortar 1:4 (1 cement :4 coarse sand) 28 Ground Floor 29 First Floor 30 Second Floor 31 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters.(Both side Laminated) 32 (a) 35mm thick including ISI marked stainless steel but hinges with necessary screws. 33 Extra for Providing and fixing flush doors with decorative veneering instead of non decorative ISI marked flush door shutters conforming to IS: 2202 (Part I) [ Both Side Laminated ] 34 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to openings /wooden frames with rawl plugs screws etc. 35 Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 36 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 37 Providing and fixing factory made uPVC glazed/wire mesh windows/ doors comprising of lead free uPVC multi-chambered frame, sash andmullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mmfor Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced with galvanized mild steel sectionmade of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and Inline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8 mm dia with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367 : Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all corners, including drilling of holes for fixinghardware and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of approved size and quality, all complete as per approved drawing conforming to CPWD specification & direction ofEngineer-in-Charge. 38 Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge. Wire mesh / Glazing of plain/ toughened/ laminated/ double glass unit with / without high performance coatings as per design requirements and conforming to IS: 3548 & IS: 16231 shall be paid separately. Note:- Structural design proof checked from a Government Engineering Institute, to be provided by the manufacturer for : (i) Sites with basic wind speed > 45 m/sec as per IS 875 — Part 3 (ii) Sites with structure height more than 20m for all wind speeds Three track three panels sliding door with Aluminium channel for roller track, wool pile, zinc alloy (Zamak) powder coated handle on two panels along with multi-point locking system,adjustable nylon rollers with SS 304 body. 39 Using R3 series with frame (98 mm & above) x (40 mm & above) & sash (30 mm & above) x (74 mm & above). (Height upto 2.5 metre). 40 Float glass panes:5.0 mm thick glass panes (weight not less than 12.50 kg/sqm). 41 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.Thermo-Mechanically Treated bars of grade Fe-500D or more. 42 12mm thick plaster with cement mortar in proportion of 1:6 cement & coarse sand of 2.25 F.M. (1) 1 cement : 6 coarse sand 43 Ground Floor 44 First Floor 45 15mm thick plaster with cement mortar in proportion of 1:6 cement & coarse sand of 2.25 F.M. (1) 1 cement : 6 coarse sand 46 Ground Floor 47 First Floor 48 Making groove 10 to 12 mm wide x 8 mm deep in plaster of the wall or in ceiling vertically or horizontally as required. 49 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade ofthe slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :25 mm thick 50 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarsesand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 51 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills , facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levelsGranite of any colour and shade Area of slab upto 0.50 sqm 52 Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete (Size of Tile 600x600 mm) 53 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including grouting the joint with white cement & matching pigments etc. complete. (Size of Tile 600x600 mm) 54 Finishing walls with Premium Acrylic (Apex) Smooth exterior paint with Silicone additives of required shade New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) 55 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two or more coats) over and including water thinnable priming coat with cement primer 56 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 57 Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/sqm. of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300mm height including cleaning the surface before treatment.b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) 58 admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) After two days of proper curing applying a second coat of cement slurry using 2.75kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by 59 Engineer-in-charge. d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge : With average thickness of 120mm and minimum thickness at khurra as 65 mm. 60 Providing and fixing 150 mm bright finished floor stainless steel door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete. 61 Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete :. 250mm x 16mm . 62 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 250mm x 10mm . 63 Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 125 mm 64 P/F curtain rods of 1.25mm thick chromium plated brass plate, with two chromium plated brass brackets fixed with C.P. brass screws and wooden plugs etc. wherever necessary complete (a) 25 mm dia. 65 S/O Hnad rail and balustrade modular systom passive SS-304 grade decorative railling system comprising of hand rail 50mm thick and 3 No.hortzontal steel pipe of 19mm dia and 1.5mm thick of equal spacing with balustrade of SS pipe of 38mm and 1.5mm thick @ 1200 mm C/C of passivated SS 304 rade and fix duly on the floor with spacially rivet expansion bolt and finish the surface food and covering with steel shope with all visible stainless metal of 304 grade in satin finsh hight of ralling is 900mm as per detailed specification. 66 Providing and fixing mineral fibre false ceiling tiles at all heights of size 595X595mm of approved texture, design and pattern. The tiles should have Humidity Resistance (RH) of 99%, Light Reflectance ? 85%, Thermal Conductivity k = 0.052 - 0.057 w/m K, Fire Performance as per (BS 476 pt - 6 &7)in true horizontal level suspended on interlocking T-Grid of hot dipped all round galvanized iron section of 0.33 mm thick (galvanized @120 gsm) comprising of main T runners of 15x32 mm of length 3000 mm, cross T of size 15x32mm of length 1200 mm and secondary intermediate cross T of size 15x32 mm of length 600 mm to form grid module of size 600x600 mm suspended from ceiling using galvanized mild steel item (galvanised@80gsm) 50 mm long 8mm outer diameter M-6 dash fasteners, 6 mm diameter fully threaded hanger rod up to 1000 mm length and L-shape level adjuster of size 85x25x2 mm, spaced at 1200 mm centre to centre along main ‘T’. The system should rest on periphery walls /partitions with the help of GI perimeter wall angle of size24x24X3000 mm made of 0.40 mm thick sheet, to be fixed to the wall with help of plastic rawl plug at 450 mm centre to centre & 40 mm long dry wall S.S. screws. The exposed bottom portion of all T-sections used in false ceiling support system shall be pre-painted with polyester baked paint, for all heights. The work shall be carried out as per specifications, drawings and as per directions of the engineer-in-charge. 67 With 20 mm thick beveled tegular mineral fibre false ceiling tile (NRC 0.7) 68 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conformingto IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. 69 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 70 Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : Red sand stone - Exposed face machine cut and table rubbed with rough backing. 40 mm thick 71 Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required. 72 Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases. 73 Providing and fixing stone jali 40 mm thick throughout in cement mortar 1:3 (1 cement : 3 coarse sand), including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment, matching the stone shade, jali slab without any chamfers etc. Red sand stone 74 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 75 Construction of drain along apron 150X 150mm. 76 Stone work, plain in copings, cornices, string courses and plinth courses, upto 75 mm thick in Cement mortar 1:6 (1 cement : 6 coarse sand), including pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade. Red sand stone 77 Stone work plain ashlar in arches in super structure upto floor V level in cement mortar 1:3 (1 cement : 3 coarse sand) including centering,shuttering and pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade. 7.13.2.1 Red sand stone 78 Supplying, fabricating, transporting, hoisting and fixing in position good quality of 70 mm REd sandstone in various elements for all levels. Stone shall be free from cracks, lines stains and even in shade for each element. The The stone shall be fine grained and reddish or buff-colored (locally available). The work shall be carried out as per attached drawings with different process of i.e carving (manual/ by machine), ornamental work, traditional work, figure work (any type, any size), CNC cutting, moulding. The carving and molding work shall be of very good quality. The stones to be fixed in line, level and plumb in all respect with the use of brass clamps, pins, (to be paid separetely) dowels, cement slurry with matching pigment and Epoxy of Akemi Germany, Ardex Endura, MYK laticrete or approved make as required and as approved by the Architects. 79 ELECTRICAL WORKS 80 SUB-HEAD - I: INTERNAL WIRING 81 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 82 Group - C 83 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 84 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire 85 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire 86 2 X 4 sq. mm + 1 X 4 sq. mm earth wire 87 4 x 10 sq.mm + 2 x 6 sq.mm. earth wire 88 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 amps modular switch, connection etc. as required. 89 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection etc. as required. 90 Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required 91 Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required 92 Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required. 93 Installation ,Testing, Commissioning of wall bracket /ceiling fittings of all sizes and shapes containing upto two GLS/CFL/LED lamps per fitting, complete with all accessories including connections etc. as required. 94 Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box forceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5mm thick M.S. sheet with its top surface hacked for proper bonding,top lid shall be screwed into the cast iron/ M.S. sheet box by means of3.3 mm dia round headed screws, one lock at the corners. Clamp shallbe made of 12 mm dia M.S. bar bent to shape as per standard drawing. 95 Supplying and fixing extra down rod of 10 cm length G.I. pipe, 15 mm dia, heavy gauge including painting etc. as required. (Note : More than 5 cm length shall be rounded to the nearest 10 cm and 5 cm or less shall be ignored) 96 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required 97 Upto 450 mm sweep 98 Extra for fixing the Louvers/ shutters complete with frame for exhaust fans of all sizes. 99 SUB-HEAD II - FANS & LIGHT FIXTURES: 100 Supply of LED 4ft 40W LED Tube light with a nominal system lumen output of 4000 lumens and a minimum system efficacy of 100 lm/W. The luminaire shall have a rated system lifetime of 25,000 burning hours at L70. The luminaire should have a color temperature of 3000K and CRI>80. The luminaire shall meet IP20 rating with THD < 10% and PF > 0.9. The luminaire housing should made of extrusion Al with a PCdiffuser. The total power consumption should not exceed 42W (including driver).Including connection with 1.5 sqmm FRLS PVC insulated copper conductor 101 Supply of LED 4ft Batten with a nominal system lumen output of 2000 lumens and a minimum system efficacy of 100 lm/W. The luminaire shall have a rated system lifetime of 25,000 burning hours at L70. The luminaire should have a color temperature of 4000K and CRI>80. The luminaire shall meet IP20 rating with THD < 10% and PF > 0.9. The luminaire housing should made of extrusion Al with a PCdiffuser. The total power consumption should not exceed 21W (including driver).Including connection with 1.5 sqmm FRLS PVC insulated copper conductor. 102 Supply of Surface mounting round 6 Watt 10 Watt , LED Down Lighter, suitable for 24Hr Continuous Operation, 660-1100 system lumens, 110lm/W,PF>0.95, THD <10% at full load, CRI>80, Avg Life Class 50000Hrs @L70,complete in all respect. 103 Supplying of Bulkhead type light fitting complete with, wire guard, holder, electronic ballast 1 x 10 W lamp including connections etc.Including connection with 1.5 sqmm FRLS PVC insulated copper conductor as required. 104 Supplying of LED mirror light luminaire with 10Wwatt complete with electronic ballast, lamp including connection etc. complete as required, Including connection with 1.5 sqmm FRLS PVC insulated copper conductor. 105 Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CMM/W) minimum 6.85, Air delivery minimum 215 CMM, 350 RPM (tolerance as per IS : 374- 2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required. 1200 mm sweep ceiling fan 106 Supplying of following size exhaust fan complete with gravity louver and connection with 3 core flexible wire as required. 107 300mm EXHAUST FAN 108 SUBHEAD- III: DISTRIBUTION BOARD 109 Providing and fixing following rating and breaking capacity and pole MCCB with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections, etc. as required 110 63 A,25KA,FP MCCB 111 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 112 6 way Double door 113 8 way Double door 114 Supplying and fixing following way surface/ recess mounting, vertical type, 415 V, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 A, tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCBs (but without MCBs and incomer) as required.(Note : Vertical type MCB TP DB is normally used where 3 phase outlet are required.) 115 4 way (4 + 12), Double door 116 Supplying and fixing following rating, four pole, 415 V, MCB in the existing MCB DB complete with connections, testing and commissioning etc. as required 117 40 amps 4P MCB 118 Supplying and fixing following rating, double pole, (single phase and neutral), 240 V, residual current circuit breaker (RCCB),having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. As required. 119 25 amps 120 Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 121 Single pole 122 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. 123 Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc. in the existing trench, complete as required. 124 90 mm dia (OD-90 mm & ID-76 mm nominal) 125 SUB-HEAD -IV- TELEPHONE & LAN SYSTEM 126 Supplying, drawing, connecting and testing of 0.5 mm dia annealed copper conductor PVC insulated PVC sheathed telephone wire in existing conduit/wire way duct etc. as required of following sizes: 127 2 Pair (4 core) 128 Providing, fixing connecting and testing of under noted size of solderless telephone tag block Krone make in surface/recess in wall required size of M.S. box with hinged lockable cover duly stove enamel painted. 129 10 pair tag block 130 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 131 20mm dia PVC conduit 132 Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc as required 133 1 or 2 Module (75mmX75mm) 134 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required 135 Telephone socket outlet 136 RJ-45 Data Socket outlet 137 Supplying and drawing of UTP 4 pair CAT 6 LAN Cable in the existing surface/ recessed Steel/ PVC conduit as required. 138 1 run of cable 139 SUB-HEAD -V: L.T. CABLES 140 Laying of one number PVC insulated and PVC sheathed / XLPE powerCable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. 141 Up to 35 sq.mm. 142 Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as required 143 Upto 35 sq. mm (clamped with 1mm thick saddle 144 Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on cable tray as required. 145 Upto 35 sq. mm (clamped with 1mm thick saddle) 146 Supply of following siz of 1.1KV grade multicorealuminium conductor XLPE insulated and PVC shethed armoured cable as per IS 7098:1988 with up to date amendment 147 4 x 16 sq.mm 148 Supplying and making cable end terminations with brasscompression gland and aluminium lugs for following size of PVC insulated PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade, completeas required. 149 4 X 16 sq. mm (28mm) 150 Providing, laying and fixing following dia G.I. pipe (mediumclass) in ground complete with G.I. fittings including trenching(75 cm deep)and re-filling etc as required 151 100 mm dia 152 Providing, laying and fixing following dia RCC pipe NP2 class (light duty) in ground complete with RCC collars, jointing with cement mortar 1:2 (1 cement : 2 fine sand) including trenching (75 cm deep) and refilling etc as required. 153 100mm dia 154 SUB-HEAD - VI : CABLE TRAY 155 Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray (Galvanisation thickness not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required. 156 100 mm wide x 50 mm depth x 1.6 mm thickness. 157 Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray bends (galvanisation not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required. 158 100 mm wide x 50 mm depth x 1.6 mm thickness. 159 Plumbing Work 160 SUB HEAD-I-SANITARY INSTALLATIONS 161 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : 162 W.C. pan with ISI marked white solid plastic seat and lid 163 Providing & fixing toilet paper holder 164 C.P. brass 165 Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. 166 Providing and fixing Jaquar Make Hand Shower (Health Faucet) with 8mm Dia,1.2 Meter Long Flexible Tube & Wall Hook of quality and make as approved by Engineer - in - charge. 167 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: 168 White Vitreous China Wash basin size 630x450 mm witha single 15 mm C.P. brass pillar tap 169 Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. 170 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 171 Providing and fixing C.P.brass angle valve for basin mixer and geyser points of approved quality conforming to IS 8931 (including angle valve for WC flushing cistern & jet) 172 15 mm nominal bore 173 Providing and fixing uplasticised PVC connection pipe with brass unions : 174 45 cm length 175 15 mm nominal bore 176 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 177 100 mm diameter 178 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 179 15 mm nominal bore 180 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 181 600 mm long towel rail with total length of 645 mm, width78 mm and effective height of 88 mm, weighing not lessthan 190 gms. 182 Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. 183 Providing and fixing Stainless Steel AISI 304 (18/8) kitchen sink as per IS: 13983 with C.I. brackets and stainless steel plug 40 mm, including painting offittings and brackets,cuttingandmakinggoodthe walls wherever required 184 Kitchen sink with drain board 185 510x1040 mm bowl depth 200 mm 186 Providing & fixing PVC waste pipe for sink including PVC waste fittings Complete 187 Flexible Pipe 188 32mm Dia 189 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 190 15mm nominal bore 191 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 192 15mm nominal bore 193 Providing and fixing C.P. Brass extension nipple (size 15 mm x 50 mm) of approved make and quality as per direction of Engineer-in-charge. 194 Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge. (Including C.I. trap for standard urinal with vent arm with operating and other couplings in C.P.brass: 50 mm dia) 195 Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as perdirection of Engineer-in-charge and finished smooth. 196 Granite Stone of approved shade 197 SUB HEAD-II-WATER SUPPLY 198 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. 199 Concealed work, including cutting chases and making good the walls etc. 200 For Internal Toilet 201 15 mm nominal outer dia Pipes 202 20 mm nominal outer dia Pipes 203 25 mm nominal outer dia Pipes 204 32 mm nominal outer dia Pipes 205 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. 206 Internal work - Exposed on wall 207 20 mm nominal bore 208 32 mm nominal bore 209 Providing and fixing GI pipes complete with GI fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on Wall 210 Terrace loop & Tank Filling Pipe 211 40 mm nominal bore 212 50 mm nominal bore 213 Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality : 214 40mm diameter pipe 215 50mm diameter pipe 216 Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : 217 40mm diameter pipe 218 50mm diameter pipe 219 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 220 For vertical pipe connection with terrace ringmain 221 20 mm nominal bore 222 25mm nominal bore 223 32mm nominal bore 224 40mm nominal bore 225 50mm nominal bore 226 Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 227 25 to 40 mm nominal bore 228 50 to 80 mm nominal bore 229 Providing and fixing PTMT Ball cock of approved quality, colour and make complete with Epoxy coated aluminium rod with L.P./H.P.H.D. plastic ball. 230 40 mm nominal bore, 206 mm long, weighing not less than 690 gms 231 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 232 SUB HEAD : III - ROOFING 233 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS :13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 234 110 mm dia (for rain water) 235 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A,including jointingwithsealringconformingtoIS: 5382, leaving 10 mm gap for thermal expansion. 236 Single Push Fit Coupler 237 110 mm dia 238 Single tee with door 239 110x110x110 mm 240 Plain bend 87.5 deg 241 110 mm dia 242 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 243 110 mm dia 244 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. 245 Excavating trenches by mechinical / manual means of required width for pipes cables etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth including getting out the excavated soil , and then returning the soil as required , in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed , within a lead of 50 m. 246 All kind of soil 247 Pipes, cables etc. exceeding 80 mm dia . But not exceeding 300mm dia. 248 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W.pipes including bed concrete as per standard design: 249 100mm dia SWpipe 250 SUB HEAD : IV - INTERNAL DRAINAGE 251 Providing, fixing, jointing and testing,uPVCSWR pipes, - type B conforming to IS : 13592to wall, ceiling and floor, approved quality, complete, for soil, waste & rain water drain including pushfit jointing with seal ring. (i) Single socketed pipes. 252 Internal Toilet (Soil & Waste Pipe) 253 75 mm 254 110 mm 255 Exposed on Wall (Soil & Waste Pipe) 256 110 mm 257 Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC pipes including jointing with seal ring leaving 10 mm gap for thermal expansion. 258 Bend without door (45°) 259 75mm 260 110mm 261 Bend without door (87.5°) 262 75mm bend 263 110mm 264 Y Fitting without door 265 75mm 266 110mm 267 Single Tee without door 268 75mm 269 110 mm 270 Single Tee with door 271 75mm 272 110 mm 273 Bend with door (87.5°) 274 75mm 275 110 mm 276 Clean Out Plug (COP) 277 75mm 278 110 mm 279 Reduced Y Fitting without door 280 110mm x 75mm 281 Reduced Tee with door 282 110mm x 75mm 283 Coupler 284 75mm 285 110mm 286 Vent Cowl 287 110mm 288 Providing, fixing, jointing and testing, unplasticized PVC pipes - 10 kg/cm2 confirming to IS : 4985 to wall, ceiling and floor, approved quality, complete, for waste water drain including jointing with rubbering/solvent/solution and airtight joints, etc. 289 For Wash basin & Urinal 290 32mm dia. Pipe 291 50mm dia. pipe 292 Elbow (45°) 293 32mm 294 50mm 295 Elbow (90°) 296 32mm 297 50mm 298 T fitting 299 32mm 300 50mm 301 Coupler 302 32mm 303 50mm 304 Providing, fixing, jointing and testing ,ofPVC Multi Floor Trap without jali ofminimum 50 mm water seal, making necessarycuttingin slabor floors and making goodincluding supports with cement concrete 1:3:6complete as approved by Engineer-in-Charge. 305 110mm x 75mm x 50mm/40mm (Toilet) 306 Providing, fixing, jointing and testing , ofPVC NahaniTrap without jali ofminimum 50 mm water seal, making necessarycuttingin slabor floors and making goodincluding supports with cement concrete 1:3:6complete as approved by Engineer-in-Charge. 307 110mm x 75mm (Toilet & Kitchen) 308 Providing and fixing PTMT grating of approved quality and colour. 309 Rectangular type with openable circular lid 310 150 mm nominal size square 100 mm diameter of the inner hinged round grating (including balcony) 311 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design : 312 150 x 100mm size P-type 313 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 314 Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete: 315 100 mm diameter 316 Excavating trenches by mechinical / manual means of required width for pipes cables etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth including getting out the excavated soil , and then returning the soil as required , in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed , within a lead of 50 m. 317 All kind of soil 318 Pipes, cables etc. exceeding 80 mm dia . But not exceeding 300mm dia. 319 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W.pipes including bed concrete as per standard design: 320 100mm dia SWpipe 321 EXTERNAL SEWERAGE & EXTERNAL WATER SUPPLY 322 COST OF SEWERAGE WORKS 323 Excavating trenches by mechinical / manual means of required width for pipes cables etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth including getting out the excavated soil , and then returning the soil as required , in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed , within a lead of 50 m. 324 up to 1.50 m depth 325 Pipes 80 mm to 300 mmdiameter 326 Opentimbering in trenches including shuttering and shoring complete. (Measurement to be taken of the face area timbered) 327 Depth not exceeding 1.5 meter 328 Providing and laying NonpressureNP 2 class (light duty) RCC pipe with collars jointed withstiffmixtureofcement mortar in the proportion of 1:2 (1cement : 2 finesand ) includingtestingof joints etc. complete. 329 150 mm.dia. RCCPipes 330 Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size) upto the haunches of pipes including bed concrete as per standard design 331 150 mm.dia. RCCPipes 332 Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design. 333 Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg). 334 With common burnt clay FPS (non modular) bricks of class designation 75 335 (i) For Sewer Line 336 Extra for depth for manholes: 337 Size 90x80cm with With common burnt clay FPS (non modular) bricks of class designation 7.5 338 Providing orange colour safety footrests of minimum 6 mm thick plastic encapsulated as per IS:10910 on 12 mm dia steel bar conforming to IS:1786 having minimum cross section as 23 mm x 25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm thread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufactures permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. 339 COST OF EXTERNAL WATER SUPPLY WORKS 340 Providing & fixing G.I. pipes complete with G.I. fittings includingtenching and refilling etc. (external work) 341 40mm nominal bore. 342 25mm nominal bore. 343 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 344 40mm nominal bore. 345 25mm nominal bore. 346 Providing and fixing gun metal non- return valve of approved quality (screwed end) : (horizontal) 347 40mm nominal bore. 348 25mm nominal bore. 349 Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick,finished with a floating coat of neat cement complete as per standard design : 350 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 351 SITE DEVELOPMENT WORK 352 INTERLOCKING PATHWAY 353 KOTASTONEPATHWAY 354 COBBEL STONE 355 BEAUTIFICATION OF PLATEFORM 356 Demolishing R.B. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50metres lead as per direction of Engineer-in- charge. 357 Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved 358 Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. 359 40 mm thick rubbed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints 3 mm thick, side buttered with cement mortar 1:2 (1 cement : 2 stone dust) admixed with pigment to match the shade of stone and pointing with same mortar. Red sand stone 360 Marble stone flooring with 18 mm thick marble stone, as per sample of marble approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry, including rubbing and polishing complete with : Makrana white second quality 361 Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : Red sand stone - Exposed face machine cut and table rubbed with rough backing. 40 mm thick 362 Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required. 363 Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases. 364 SEPTIK TANK WITH SOAK PIT 365 Size :- Length = 5.0 M. Width = 2.0M Total Depth =3.00M 366 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5 m, as directed by Engineer-incharge. 367 In all kind of soil upto 1.5m depth 368 In all kind of soil upto 1.5m to 3.0m. depth 369 In all kind of soil upto 3.0m to 4.5m. depth 370 Providing and laying of cement concrete in base excluding the cost of centring and shuttering by 1:2:4 (1 cement : 2 coarse sand : 4 gradded stone aggregae 40mm nominal size) 371 Brick work with brick of class designation 150 in foundation and plinth in cement mortar (1 cement : 4 coarse sand) 372 Reinforcement cement concrete work in RCC culvert slab with 1:1.5:3 (1 cement : 1.5 coarse sand and 3 gradded stone aggregate of 20 mm nominal size) excluding centering and shuttering and reinforcement. 373 Suspended floors, roofs, landings, balconies and access platform. 374 P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. 375 12mm cement plaster on rough side of mix 1:3 (1 cement : 3 coarse sand) 376 Providing M.S. foot rest including fixing with 20x20x10 cm. cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 gradded aggregate of nominal size 20mm ) as per standard design with 20x20mm sq bars. 377 Providing and fixing C.I. tee at the inlet and outlet of septic tank. 378 Providing & fixing 75mm dia vent pipes. 379 Providing & fixing of 75mm dia cast iron terminal guard. 380 Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. 381 M.D. -10- Circular shape 500mm internal diameter 382 M.D. -2.5- Circular shape 450mm internal diameter 383 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks of class designation 75 and S.W. drain pipe 100 mm diameter, 1.8m long complete as per standard design. 384 With F.P.S. bricks 385 HORTICULTURE AND LANDSCAPING 386 Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly leveling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or/and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure). 387 Supplying and stacking of good earth at site including royalty but including carriage1km (earth measusred in stacks will be reduced by 20% for payment). 388 Supplying and stacking at site dump manure from approved source, including carriage up to 1 km (manure measured in stacks will be reduced by 8% for payment) : Screened through sieve of I.S. designation 16 mm 389 Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge.. 390 Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately). 391 Rough dressing the trenched ground including breaking the clods. 392 Fine dressing the ground 393 Grassing with selection No.1 grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and the good earth shall be paid for separately). 394 Uprooting weeds from the trenched area after 10 to 15 days after flooding with water including disposal of uprooted vegetation. 395 Providing & laying Selection no. 1 grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same maintenance for 30 days or more till the grass establish properly,as per direction of officer in charge 396 With grass Turf 397 Preparation of mounds of various size and shape by available excavated / supplied earth in layers not exceeding 20 cm in depth, breaking clods, watering of each layer, dressing etc., lead upto 50 meter and lift upto 1.5 m complete as per direction of Officer-in-charge. 398 Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) :Holes 90 cm dia, and 90 cm deep 399 Preparation of beds for hedging and shrubbery by excavating 60 cmdeep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately). 400 Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cost of plant & water) 401 Providing and stacking of Acacia auriculiformis of ht 150-165 cm in bag size of 25 cm as per direction of the officer-in-charge. 402 Providing and stacking of Adansonia digitata (kalp vricksh) of ht 150-165 cm in bag size of 25 cm as per direction of the officer-in-charge. 403 Providing and stacking of Bombax ceiba of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. 404 Providing and stacking of Bottle palm of ht. 150-180 cm bottom girth 20-25 cm well developed in big poly bags of size 25 cm as per direction of the officer-in-charge. 405 Providing and stacking of Bottle palm of ht. 270-300 cm bottom girth 40-50 cm well developed in big HDPE bags as per direction of the officer-in-charge 406 Providing and stacking of Fishtail palm of ht. 270-300 cm bottom girth 40-50 cm well developed in big size HDPE bags as per direction of the officer-in-charge. 407 SHRUBS 408 Providing and stacking of Ficus panda of height 90-105 cm. with 10-12 branches and healthy foliage, well formed in cement pots of size 30 cm as per direction of the officer-in-charge.. 409 Providing and fixing M. S. tree guard 45 cm square in plan, height 1.20 metre above ground level and 0.40 metre below ground level. The vertical members shall consist of four nos. angle iron of size 25x25x3 mm, 1.6 m long, one at each corner and 8 nos flat iron of size 25x3 mm, 1.2 m long.The vertical mambers shall be welded to 4 nos. 25x6 mm M. S. flats placed horizontally around the vertical member of the cage. One name plate of 1 mm thick M.S. sheet of size 250x100 mm shall be welded to the tree guard near the middle height and lettered CPWD/ PWD/ any other approved name. The tree guard shall be fixed to the ground by making suitable holes and by embedding four corners leg in the ground, including refilling the earth, compaction etc. complete. The tree guard shall be painted with two or more coats of synthetic enamel paint of approved brand and manufactureover a coat of primer, complete in all respect. 410 EXTERNAL ELECTRIFICATION & FAÇADE LIGHTING 411 SUBHEAD- I: M.V. PANELS 412 Supply & Erection of factory fabricated & wired metal clad dust and vermin proof mounting, M.S Channel Base with botom and top cable entreis Electrical control panel with TPN ACB (65KA, 4 Pole Elect draw out Micor Processer Release IPR2) and TPN MCCBs (four Pole 36 KA with thermal magnatic release) switches and instrument chamber etc. complete in all respect. The instrument chamber shall be separate and shall comprise of flush type/digital ammeter Voltmeter, Selector switches for ammeter and Voltmeter, instrument fuses current transformer etc. The Board shall have suitable capacity electrolytic aluminium busbars as per IS8623 insulated with heat shrink sleeving and mounted on non hygroscopic supports such as CMC/DMC support with deteachable side covers and shall be suitable for extension on the sides. The switches enty boxes shall be complete with suitable cable end boxes reverse. The job includes the grounting of the board as per directions of Engineer-in-charge. All out goings of 100 Amp. and above will be provided with Amp. Metre, curent transformer and selector switches etc. and insurment fuse The switch board shall be fabicated with CRCA sheet with a minimum thickness of 1.6mm/2mm. Cubical type switch board shall be of cat A & B only. 413 MAIN PANEL 414 INCOMING 415 1No. Of 125 Amps FP MCCB of 35KA breaking capacity 416 Metering : 417 1 Set of CTs one of 125/ 5Amp ratio for Multifunction Meter 418 One (1) Set of Phase Indication Lamp. 419 BUS BAR 420 1 Set of 160 Amps TPN Aluminium Bus Bars 421 OUTCOMING 422 63 Amps 4P MCB of 10KA - 2 No 423 40 Amps 4P MCB of 10KA - 2 No 424 16 Amps DP MCB of 10KA - 2 No 425 2 No. SPACE & SPARE 426 Panel described as above 427 SUBHEAD: - II - EARTHING 428 Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required. Details of cost for one each 429 Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required 430 Earthing with G.I. earth plate 600 mm x 600 mm x 6 mm thick including accessories , and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. (but with charcoal or coke and salt) as required. 431 Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) 432 Providing and laying earth connection from earth electrode with 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earth electrode including connection with G.I. thimble excavation and re-filling as required. 433 Providing and fixing 25 mm x 5 mm G.I. strip on surface or in recess for connections etc. as required. 434 SUB-HEAD -III : L.T. CABLES 435 Laying of one number PVC insulated and PVC sheathed / XLPE powerCable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. 436 Up to 35 sq.mm. 437 Above 35 sq.mm. and up to 95 sq.mm. 438 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/ METAL pipe as required 439 Up to 35 sq.mm. 440 Above 35 sq.mm. and up to 95 sq.mm. 441 Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as required 442 Upto 35 sq. mm (clamped with 1mm thick saddle 443 Above 35 sq. mm and upto 95 sq. mm (clamped with 25x3mm MS flat clamp 444 Supply of following siz of 1.1KV grade multicorealuminium conductor XLPE insulated and PVC shethed armoured cable as per IS 7098:1988 with up to date amendment 445 3.5 x 50 sq.mm 446 3 x 6 sq.mm, 447 Supplying and making cable end terminations with brasscompression gland and aluminium lugs for following size of PVC insulated PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade, completeas required. 448 2 X 6 sq. mm (19mm) 449 3½ X 50 sq. mm (35mm) 450 Providing, laying and fixing following dia RCC pipe NP2 class (light duty) in ground complete with RCC collars, jointing with cement mortar 1:2 (1 cement : 2 fine sand) including trenching (75 cm deep) and refilling etc as required. 451 100mm dia 452 Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc.direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required. 453 90 mm dia (OD-90 mm & ID-76 mm nominal) 454 SUBHEAD - IV :Miscellaneous 455 Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : 456 With common burnt clay F.P.S.(non modular) bricks ofclass designation 7.5 457 SUBHEAD - V: EXTERNAL LIGHTING 458 POLE LIGHTS Supply ,Installation ,Testing And Commissining OfTwinkle Lites Make 3000Mm Long Hybrid Decorative Pole HUMBERTO-H With CastedAluminium Base And Ripped Gi Pole PipeWith Decorative Post TopLuminaire made of aluminum housing duly powder coated Lantern Concord 1350Mm Long With Polycarbonate Diffuser In 60W Led Having Lumn Output Not Less Than 115Lmns/Watt With 10Kva Surge Prtector Designed As Per Architect In-Charge( Make- Twinkle Lite-/-Havells/Neri/Juvaas/Orient/ Thor) 459 Supply and fixing of LED street light fitting having die cast aluminium body and diffuser with driver set suitable for 45 watt to 50 watt. Confirming to IP 66 and above protection complete in all respect. 460 Supply and Fixing of Spike Light for trees 12 watt Warm White. (Including civil works) 461 Supply and fixing ofsteplight RObusT DESIGN IP67/IK10 easy to mount with suitable mounting box BWG 50led50/NWPSU 220-240V IP67 7043(Philips/Panasonic/Havells or Equivalent) 462 Supply, Installation, Test in gand Commissioning of LEDRGB/RGBW flood lighting luminaire for facade lighting with Die- cast aluminium housing, powder- coated finish, of following wattage. Luminaire shall be capable of producing dynamic color changing light for with 16 million colors by DMX/ Ethernet based control. The be amangle of the fitting shall be narrow, medium, wide or asymmetric as per the requirement. Luminaire shall be complete with driver and capable of operating at line voltage without any separate power supply from 100-270 VAC, 50Hz with power factor>0.9. Fixture shall be suitable to operate at anambient temperature range of-10°Cto +50° C and shall be IP65 and IK06 rated. Life time shall be atleast L70:50000 burning hours at 50°C. Luminaire shall be conforming to BIS(IS10322) and shall be complete with all necessary accessories required for proper working of fixture in cluding weatherproof connection cables, waterproof connector setc. as required. 30 W 463 Supply, Installation, Testing and Commissioning of LED RGB/RGBW Linear Wall Washer luminaire for Facade lighting with aluminium extruded housing, of following wattage. Luminaire shall be capable of producing dynamic color changing light with 16 million colors by DMX/Ethernet based control. The beam angle of the fitting shall be narrow, medium, wide or asymmetric as per the requirement. Luminaire shall be complete with driver andapable of operating at line voltage without any separate power supply from 100 to 270 V AC, 50 Hz, power factor > 0.9 . Fixture shall be suitable to operate at ambient temperature range of -10°C to +50°C and shall be IP 65 and IK06 rated. Lifetime should be at least L70:50000 burning hours at 50°C. Luminaire shall be conforming to BIS and shall be complete with all necessary accessories required for proper working of fixture including weather proof connection cables, water proof connectors etc. as required. 464 40 W 465 SUPPLY & FIXING UNIIn-Ground Linelight BBP403 LED50/WW 9W 24V L 1200 (Philips/Siems/or Equivalent) 466 Supply and Fixing 24 Wattage Burial UNIIn Ground- Burial ip68 waterproof BBP343 LED2400/1800/WW 24W/18W 20D 100-240V (Philips/Siems/or Equivalent) 467 Supplying and embedding following dia G.I. pipe (medium class) in pole collar/ foundation (during casting) for cable entry including bending the pipe to the required shape complete as required 468 32 mm dia 469 TUBEWELL 470 Drilling of 200 mm dia bore hole. 471 Supply of 125 mm dia MSpipe as per IS1239 472 Supply of 125 mm dia slotted MSpipe 473 Supply and fixing of nylon jali around the slotted pipes complete as required. 474 Providing and packing of coarse sand / pea gravel around the pipe. 475 Transport of boring tools other required equipements and installation at site. 476 Supply of submersible pump of make KSB (Cora) for 1.5HPwith control panel, support wire etc complete. 477 Providing 3 core PVC insulated submersible cable. (from pump panel to submersible pump) 478 Providing and fixing 65 mm dia. G.I. pipe complete with fittings and clamps including cutting and making good the wall etc. (from submersible pump to ground level) 479 Providing and fixing 65 mm dia. brass gate valve with CI wheel of approved quality. 480 Lowering of 125 mm dia MS pipe in bore hole including cutting,jointing etc complete. 481 Supply and fixing of tube well accessories i.e. well cap, clips, clamps, etc. to complete the job in all respect. 482 Fixing, testing and commissioning for erection and lowering of submersible pump, 65 mm dia GI column pipe, 3 core submersible copper cable upto the control panel, supporting clamps, cable clips, pressure gauge, connection line and all other accessories required for the proper completion of the work. 483 Testing and development of tube well. 484 ENTRANCE GATE 485 Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. 486 Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. 487 Providing and laying cement concrete in 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) and curing complete, Including cost of form work. In Foundation and floors. 488 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement 489 All works upto plinth level 490 Concrete of M25 grade with minimum cement content of 330 kg /cum 491 All works above plinth level upto floor V level 492 Concrete of M25 grade with minimum cement content of 330 kg /cum 493 Centering and shuttering including strutting, propping etc. and removal of form for 494 Foundations, footings, bases of columns, etc. for massconcrete 495 Suspended floors, roofs, landings, balconies and accessplatform 496 Lintels, beams, plinth beams, girders, bressumers andcantilevers 497 Columns, Pillars, Piers, Abutments, Posts and Struts 498 Class M-150 brick work in 1:4 cement coarse sandmortar infoundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work. 499 Brick work with class 150 bricks in Super Structure in Cement Coarse sand ( 1 Cement : 4 Coarse sand) including supply of all materials, labour, T & P and curing etc. required for proper completion of the work 500 Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in mouldings as in cornices, windows sills etc, including setting in cement mortar 1:3 (1 cement : 3 coarse sand) cost of required centering, shuttering but, excluding the cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources). 501 Steel Reinforcement for R.C.C. work including straightening cutting, bending, placing in position and binding all complete in all level - TMT Bars of Grade Fe-500D or more. 502 Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately)40mm Red Sandstone: 503 Red Sand Stone 40mm thick 504 Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required 505 Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases. 506 Supplying, fabricating, transporting, hoisting and fixing in position good quality of 70 mm Red sandstone in various elements for all levels. Stone shall be free from cracks, lines stains and even in shade for each element. The The stone shall be fine grained and reddish or buff-colored (locally available). The work shall be carried out as per attached drawings with different process of i.e carving (manual/ by machine), ornamental work, traditional work, figure work (any type, any size), CNC cutting, moulding. The carving and molding work shall be of very good quality. The stones to be fixed in line, level and plumb in all respect with the use of brass clamps, pins, (to be paid separetely) dowels, cement slurry with matching pigment and Epoxy of Akemi Germany, Ardex Endura, MYK laticrete or approved make as required and as approved by the Architects 507 Stone work, plain in copings, cornices, string courses and plinth courses, upto 200 mm thick in Cement mortar 1:6 (1 cement : 6 coarse sand), including pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade.Red sand stone . 508 Supplying, fabricating, transporting, hoisting and fixing in position good quality of Ornamental CHATRI in various elements for all levels, inlcuding the cost of oranmental work and mouldings, carvings as required, of varied thickness shall be used for stacking. Also includes the cost of structural load calculation and design with respect to the drawing recevied from architect in charge. Preferable tentative size 0.75MX0.75MX0.85M OR tentative Size as approved from architect in charge 509 Supplying, fabricating, transporting, hoisting and fixing in position good quality of Ornamental cement concreteCHATRI in various elements for all levels, inlcuding the cost of oranmental rcc work and mouldings, carvings as required, of varied thickness shall be used for stacking. Also includes the cost of structural load calculation and design with respect to the drawing recevied from architect in charge. Preferable tentative size 0.9MX0.9MX1.2M OR tentative Size as approved from architect in charge 510 ELECTRICAL WORKS FOR GATE 511 SUB-HEAD - I: INTERNAL WIRING 512 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 513 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire 514 SUB-HEAD II - FANS & LIGHT FIXTURES: 515 Supply and fixing of 9 Watt LED Inground UpLight luminaire Confirming to IP 66 Protection complete in all respect. 516 Supply,Installation,Testing and Commissioning of LEDRGB/RGBW Linear Wall Washer luminaire for Facade lighting with aluminium extruded housing , of following wattage. Luminaire shall be capable of producing dynamic color changing light with16 million colors by DMX/ Ethernet based control. The beamangle of the fitting shall be narrow,medium,wideorasymmetricaspertherequirement.Luminaire shall be complete with driver and capable of operating at line voltage without any separate power supply from100 to 270 VAC,50Hz, power factor >0.9.Fixture shall be suitable to operate at ambient temperature range of-10°Cto+50°Cand shall be IP65 and IK06rated.LifetimeshouldbeatleastL70:50000burninghoursat50°C.LuminaireshallbeconformingtoBISandshallbecompletewithallnecessaryaccessoriesrequiredforproperworkingoffixtureincludingweatherproofconnectioncables,waterproofconnectors etc. as required. 517 40W 518 SUBHEAD- III: DISTRIBUTION BOARD 519 Supplying and fixing DP sheet steel enclosure on surface/ recessalong with 25/32 A 240 V C curve DP MCB complete withconnections, testing and commissioning etc. as required. 520 SUB-HEAD -IV : L.T. CABLES 521 Laying of one number PVC insulated and PVC sheathed / XLPE powerCable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. 522 Up to 35 sq.mm. 523 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/ METAL pipe as required 524 Up to 35 sq.mm. 525 Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as required 526 Upto 35 sq. mm (clamped with 1mm thick saddle 527 Supply of following siz of 1.1KV grade multicorealuminium conductor XLPE insulated and PVC shethed armoured cable as per IS 7098:1988 with up to date amendment 528 3 x 6 sq.mm, 529 Supplying and making cable end terminations with brasscompression gland and aluminium lugs for following size of PVC insulated PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade, completeas required. 530 2 X 6 sq. mm (19mm) 531 Providing, laying and fixing following dia G.I. pipe (mediumclass) in ground complete with G.I. fittings including trenching(75 cm deep)and re-filling etc as required 532 100 mm dia 533 RAIN WATER HARVESTING 534 RECHARGE PITS 535 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5 m, as directed by Engineer-incharge. 536 In all kind of soil upto 1.5m depth 537 In all kind of soil upto 1.5m to 3.0m. depth 538 In all kind of soil upto 3.0m to 4.5m. depth 539 In all kind of soil upto 4.5 m to 6.0m. depth 540 Providing and laying in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded Stone aggregate 20 mm nominal size) and curing complete,including cost of form- work,in foundation and floors. 541 Class M-150 brick work in 1:4 cement coarse sand mortar infoundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work. 542 Reinforcement cement concrete work in RCC culvert slab with 1:1.5:3 (1 cement : 1.5 coarse sand and 3 gradded stone aggregate of 20 mm nominal size) excluding centering and shuttering and reinforcement. 543 Suspended floors, roofs, landings, balconies and access platform. 544 Providing & Fixing Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. 545 12mm cement plaster on rough side of single or half brick wall mix 546 1:3 (1 cement : 3 Coarse sand) 547 Providing M.S. foot rests including fixing in manoholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as per standard design: 548 With 20x20mm square bar 549 Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. 550 M.D. -10- Circular shape 500mm internal diameter 551 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level. 552 Drilling of 300mm dia bore hole manually. 553 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 554 150 mm nominal size dia 555 Supplying, filling, spreading & leveling stone boulders of size range5 cm to 20 cm, in recharge pit, in the required thickness, for all leads& lifts, all complete as per direction of Engineer-in-charge. 556 Supplying, filling, spreading & leveling gravels of size range 5 mm to10 mm, in the recharge pit, over the existing layer of boulders, inrequired thickness, for all leads & lifts, all complete as per directionof Engineer-in-charge. 557 Supplying, filling, spreading & leveling coarse sand of size range 1.5mm to 2 mm in recharge pit, in required thickness over gravel layer,for all leads & lifts, all complete as per direction of Engineer -incharge. 558 Gravel packing in tubewell construction in accordance with IS: 4097,including providing gravel fine/ medium/ coarse, in required grading& sizes as per actual requirement, all complete as per direction ofEngineer-in-charge. 559 DESILTING CHAMBER 560 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5 m, as directed by Engineer-incharge. 561 In all kind of soil upto 1.5m depth 562 In all kind of soil upto 1.5m to 3.0m. depth 563 Providing and laying in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded Stone aggregate 20 mm nominal size) and curing complete,including cost of form- work,in foundation and floors. 564 Class M-150 brick work in 1:4 cement coarse sand mortar infoundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work. 565 Reinforcement cement concrete work in RCC culvert slab with 1:1.5:3 (1 cement : 1.5 coarse sand and 3 gradded stone aggregate of 20 mm nominal size) excluding centering and shuttering and reinforcement. 566 Suspended floors, roofs, landings, balconies and access platform. 567 Providing & Fixing Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. 568 15mm cement plaster on rough side of single or half brick wall mix 569 1:3 (1 cement : 3 Coarse sand) 570 Providing M.S. foot rests including fixing in manoholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as per standard design: 571 With 20x20mm square bar 572 M.D. -10- Circular shape 500mm internal diameter 573 DRAINAGE NETWORK 574 Excavating trenches by mechinical / manual means of required width for pipes cables etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth including getting out the excavated soil , and then returning the soil as required , in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed , within a lead of 50 m. 575 up to 1.50 m depth 576 Pipes 80 mm to 300 mmdiameter 577 Providing and laying NonpressureNP 2 class (light duty) RCC pipe with collars jointed withstiffmixtureofcement mortar in the proportion of 1:2 (1cement : 2 finesand ) includingtestingof joints etc. complete. 578 150 mm.dia. RCCPipes 579 Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size) upto the haunches of pipes including bed concrete as per standard design 580 150 mm. dia. 581 Constructing brick masonry INSPECTION chamber 60x60x75 cm with bricks of class designation 50 in cement mortar 1:4 (1 cement : 4 coarse sand) including CI cover with frame LIGHT WEIGHT complete as perdesign. With FPS bricks 582 Constructing brick masonary open surface drain with bricks of class designation 75 in cement mortar 1:4 (1 cement : 4 fine sand) including earth excavation, 10cm thick bed concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size) and 25mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size) for filling haunches including 12mm cement plaster 1:4 (1 cement : 4 coarse sand ) with a floating coat of neat cement inside the drain, its top and exposed side including disposal of surplus earth complete as per standard design: 583 Drain 300 wide average.Depth 45 cm with R.C.C. slab 584 DEVELOPMENT TOURIST FACILITY & INFORMATION :- 585 Benches 586 Urban Litter Bins 587 Directional & Informative Signages 588 Signage-A 589 Signage-C 590 Water Cooler 591 G.S.T. Extra as per Applicable
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Uttar Pradesh View Result →
43.
Housing Urban and Rular Development #9443211 Technical Bid
Tender For Eco Tourism Development Work Of Rampur Sohrauna Distt Kushinagar, 1 Ghat Development 2 Dismantling old plaster or skirting raking out joints and cleaning the surface of plaster including disposal of rubbish to the dumping ground within 50 meters lead. 3 Providing and fixing white vitreous china water closet squatting pan (Indian type) along with S or p TRAP INCLUDING dismantling of old WC seat and S or P trap atsite complete with all operations including all necessary materials, labour and disposal of dismantled material including all necessary malba, all complete as per the direction of Engineer in charge. Orrisa pattern WC pan of size 580 x 440 mm 4 15 mm cement plaster on the rough side of single or half brick wall of mix : 13.2.1 1:4 (1 cement: 4 fine sand) 5 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than50 gram/litre 6 Earthwork in excavation mechanical means / manual means over areas exceeding 30 cm in depth 1.5 m in width as well 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m as directed by engineer in chargeall kinds of soil 7 Earthwork in excavation mechanical means / manual means in foundations trenches or drains not exceeding 1.5 m in width or depth or 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m as directed by engineer in chargeall kinds of soil 8 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) 9 Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solutionand the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) : 20.3.1 300 mm dia piles 10 Extra for providing additional bulb in under reamed piles. 20.4.1 300 mm dia piles 11 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) 12 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) 13 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) 14 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more 15 Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like 16 Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube posts/horizontal members/bracingscovered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m. MS channel ISLC 75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long MS angle 40x40x6mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm long expansion fasteners at both ends. The work shall be executed as per drawing/direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job.The barricading shall not be removed without prior approval of Engineer-in-Charge.(Note :- One time payment shall be made for providing barricadingfrom start of work till completion of work i/c shifting. The barricadingprovided shall remain to be the property of the contractor on completionof the work). 17 Banking exacavated earth by mechancial/ manual means in layers not exceeding 20 cm in depth breaking clods watering rolling each layer with 1/2 tonne roller or wooden or steel rammers and rolling every 3rd and top most layer with power roller of min 8 tonnes and dressing up in embankments for roads flood banks marginal and guide banks lead up to 50 mm and for all life - all kinds or soil. deduct for not rolling with power roller of minimum 8 tonne 18 Supplying old/used empty Cement bags including all texes. Filling empty cement bags with locaearth/RBM/silt, hand sewing with suja & sutli and placing in position within 60 M placing. (As per S.O.R. Chept XIX/7b ) 19 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : 6.4.1 Cement mortar 1:4 (1 cement : 4 coarse sand) 20 52 mm thick cement concrete flooring with concrete hardener topping,under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardenerm mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturersspecifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. 21 Extra for making chequers of approved pattern on cement concrete floors, steps, landings, pavements 22 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. 10.26.1 M.S. tube 23 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work 24 Stone work ashlar sunk or moulded or sunk and moulded upto floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) including pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : 7.20.1 Red sand stoneExtra for stone work ashlar sunk or moulded or sunk and moulded orcarved in :7.21.1 Triangular or Square or rectangular pillars 25 Provinding and fixing S.S CHAIN 26 Vertical load testing of piles in accordance with IS 2911 (Part IV) inlcuding installation of loading platform by kentledge/ anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification and the direction of the engineer in charge 27 Single pile upto 50 tonne safe capacity 28 Initial test (test load 2.5 times the safe capacity) 29 Routine test (test load 1.5 times the safe capacity) 30 Pavilions 31 Earthwork in excavation mechanical means / manual means in foundations trenches or drains not exceeding 1.5 m in width or depth or 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m as directed by engineer in chargeall kinds of soil 32 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) 33 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) 34 BRICK WORK 35 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : 6.4.1 Cement mortar 1:4 (1 cement : 4 coarse sand) 36 REINFORCEMENT CEMENT CONCRETE 37 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work;usingcoarse aggregate and fine aggregate derived from natural sources,portland pozzolana / ordinary portland /portland Slagcement,admixtures in recommended proportions as per iS: 9103 to accelerate /retard setting of concrete, to improve durability andworkabilitywithout impairing strength; including pumping of concrete to site of laying, curing,carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge;for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately.in case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. concrete of m25 grade withminimum cement content of 330 kg /cum 38 All works above plinth level upto floor V level concrete of m25 grade withminimum cementcontent of 330 kg /cum 39 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level or above plinth level. thermo-Mechanically Treasted bars of grade Fe-500D or more. 40 SHUTTERING 41 Centering and shuttering including strutting, propping etc. and removal of form for 42 Foundations, footings, bases of columns, etc. for mass concrete 43 Columns, Pillars, Piers, Abutments, Posts and Struts 44 Lintels, beams, plinth beams, girders, bressumers and cantilevers 45 Suspended floors, roofs, landings, balconies and access platform 46 STONE WORK 47 Providing and fixing red sand stone brackets 55x22.5x45 cm sunk andmoulded including providing and fixing with 4 Nos gun metal cramp25x6 mm 30 cm long 48 Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade :8.14.2 Red sand stone - Exposed face machine cut and table rubbed with rough backing.8.14.2.4 40 mm thick 49 30 mm red sand stone sun-shade (chisel-dressed) supported on red sand stone brackets, fixed in walls with cement mortar 1:4 (1 cement : 4 coarse sand), including finishing complete. 50 TERRACING 51 [Providing and laying integral cement base water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations:(a) Applying a slurry coat of neat cement using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved Ly Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment.(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement: 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compoundconforming to IS : 2645 and approve by Engineer-in­ charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in­ charge.(d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surfacewith trowel with neat cement slurry and making pattern of 300x300 mm square 3 mmdeep. 52 (e)The whole terrace so finished shall be flooded withwater for a minimum period of two weeks for curingand for final test.All above operations to be done inorder and as directed and specified by the Engineer­in-Charge : With average thickness of 120 mm andminimum thickness at khurra as 65mm. With average thickness of 120 mm and minimumthickness at khurra as 65 mm. 53 Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : In 75x75 mm deep chase 54 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges, making and finishing the outlet complete. 55 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 110 mm diameter 56 Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. 16.78.1 With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 57 Electrical Works Pavilion 58 Wiring point for light with 1.5 sq.mm FR P.V.C. insulated multistrandsingle core Copper Conductor cable as earthing wire drawn inside the conduitpartly concealedin wall&partlylaidin slab along with the reinforcement before concreting, complete with modular typeswitch & ceiling rose/ angle / batten holder on 3 mm thick phenolic laminated backelite sheet etc complete in all respects as directed, including matching color wash 59 Wiring point for plug with 1.5 sq. mm.FRLSH PVCinsulated multistrand single core copper conductor cable as earthwire drawn inside the conduit partly concealed in wall and partly laid in slab alongwith the reinforcement before concreting, complete with14 SWG copper earth continuity wire and piano type switch and socket etc., complete in all respect including matching colour wash. 60 Addition when modular type switches etc are used in place of piono type switches etc. in various wiring points. 61 Addition for light / fan points with modular type switchin place of piono type switch. 62 Addition for plugpointswith modular switch& socket in place of piano type switch & socket. 63 Supply and wiring of submain with one number 1.5sq.mm. FRLSH PVC insulated 1100 V grade multistrand single core copper conductor cable as earth continuity wire drawn inside the conduit in 20mm dia heavy duty (2mm thick) PVC conduit partly laid in slab alongwith reinforcement before concreting and partly concealed in wall, with one no. 14 SWG copper earth continuity wire etc, complete in all respects including matching colour wash. 64 Supply and wiring of submain 2 number 4 sqmm . FRLSH PVC insulated 1100 V grade multistranded single core copper conductor cable in heavy duty( 2 mm thick ) 20mm dia PVC conduit partly concealed in wall and partly laid in slab along with one number 2.5 sqmm FRLSH PVC insulated multistranded copper conductor. 65 cable as earth contunity wire etc. complete in all respects. 66 Supply and wiring of submain 2 number 6 sqmm . FRLSH PVC insulated 1100 V grade multistranded single core copper conductor cable in heavy duty( 2 mm thick ) 25mm dia PVC conduit partly concealed in wall and partly laid in slab along with one number 4 sqmm FRLSH PVC insulated multistranded copper conductor. 67 cable as earth contunity wire etc. complete in all respects. 68 Supplyfixingand concealing of20mm dia.2mm thick PVC conduit pipe with ISI mark embossed and with PVC acessories confirming to IS No. 3419 for drawing wires duly sealed at joints with original resin/ adhesive to make the complete piping rigid,plastering with cement sand mortar finished to level with matching colour including cost of material labour and T & P etc required for proper completion of work . 69 SUBHEAD II-INSTALLATION OF LIGHT FIXTURES 70 Supply & fixing of recess mounting round 10 to 15 watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect.(CAT: AAA) 71 SUBHEAD III-DISTIBUTION BOARD 72 Supply and fixing of surface/flush mounting distribution boards with additional metal door withot MCB complete in all respects. 73 6 Way TPN (CAT A) 74 4 Way SPN (CAT A) 75 Supply and fixing of 6Amp to 32 Amp(10 KA) MCB in existing MCB, DB complete with connections as required. (CAT A) 76 Supply fixing and making connection of following FPMCBS complete in all respects as per direction and satisfaction of engineer-in-charge. 77 63 Amp. 4 Pole MCB (CAT B) 78 Supply and fixing of power plug with 15A/250 V flush type modular switch and 5 Pin 15 A/250V flush type universal modular socket switch on concealed M.S. box including supply of all material, labour T&P etc. required for proper completion of work. 79 Supply and fixing of power plug with 20A/250 V flush type modular switch and 5 Pin 20 A/250V flush type universal modular socket switch on concealed M.S. box including supply of all material, labour T&P etc. required for proper completion of work. 80 Supply and fixing Single Pole MCBS Blanking Plate complete in all respects. 81 SUBHEAD IV-CABLES 82 Supply and laying of aluminium conducter, PVC insulated armoured, served, sheeted cable 1000 bolts grade at a depth of 750mm below ground level over a cushion of 75mm thick sand alround and protected with burnt bricks on sides and top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size. 83 16 sqmm4 core 84 25 sqmm3.5 core 85 Supply & fixing of brass nickle plated compression gland for PVC insulated & armoured served sheathed, underground cable including rubber ring etc. complete in all respects. The armouring of the cable shall be properly connected with the earth as per direction 86 16 sqmm4 core 87 25 sqmm3.5 core 88 Supply and fixing of Palm / pin type copper tin plated cables sockets (lugs) to the cable leads, insuslating with tape and making of connections etc. complete in all respects as per direction of Engineer-Incharge. 89 16 Sq.mm 90 25 Sq.mm 91 Change Rooms (Male & Female changing rooms (2) 92 Earthwork in excavation mechanical means / manual means in foundations trenches or drains not exceeding 1.5 m in width or depth or 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m as directed by engineer in chargeall kinds of soil 93 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) 94 BRICK WORK 95 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in exposed brick work including making horizontal and vertical grooves 10 mm wide 12 mm deep complete in cement mortar 1:6 above plinth level superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand) 96 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : 6.4.1 Cement mortar 1:4 (1 cement : 4 coarse sand) 97 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. 6.13.1 Cement mortar 1:3 (1 cement :3 coarse sand) 98 REINFORCEMENT CEMENT CONCRETE 99 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work;usingcoarse aggregate and fine aggregate derived from natural sources,portland pozzolana / ordinary portland /portland Slagcement,admixtures in recommended proportions as per iS: 9103 to accelerate /retard setting of concrete, to improve durability andworkabilitywithout impairing strength; including pumping of concrete to site of laying, curing,carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge;for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately.in case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. concrete of m25 grade withminimum cement content of 330 kg /cum 100 All works above plinth level upto floor V level concrete of m25 grade withminimum cementcontent of 330 kg /cum 101 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level or above plinth level. thermo-Mechanically Treasted bars of grade Fe-500D or more. 102 SHUTTERING 103 Centering and shuttering including strutting, propping etc. and removal of form for 104 Lintels, beams, plinth beams, girders, bressumers and cantilevers 105 Lintels, beams, plinth beams, girders, bressumers and cantilevers 106 Suspended floors, roofs, landings, balconies and access platform 107 STONE WORK 108 Providing and fixing red sand stone brackets 55x22.5x45 cm sunk and moulded including providing and fixing with 4 Nos gun metal cramp 25x6 mm 30 cm long 109 Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade :8.14.2 Red sand stone - Exposed face machine cut and table rubbed with rough backing.8.14.2.4 40 mm thick 110 30 mm red sand stone sun-shade (chisel-dressed) supported on red sand stone brackets, fixed in walls with cement mortar 1:4 (1 cement : 4 coarse sand), including finishing complete. 111 TERRACING 112 [Providing and laying integral cement base water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations:(a) Applying a slurry coat of neat cement using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved Ly Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment.(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement: 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compoundconforming to IS : 2645 and approve by Engineer-in­ charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in­ charge.(d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surfacewith trowel with neat cement slurry and making pattern of 300x300 mm square 3 mmdeep. 113 (e)The whole terrace so finished shall be flooded withwater for a minimum period of two weeks for curingand for final test.All above operations to be done inorder and as directed and specified by the Engineer­in-Charge : With average thickness of 120 mm andminimum thickness at khurra as 65mm. With average thickness of 120 mm and minimumthickness at khurra as 65 mm. 114 Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : In 75x75 mm deep chase 115 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges, making and finishing the outlet complete. 116 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 110 mm diameter 117 Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. 16.78.1 With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 118 Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) 119 DOOR VENTILATOR 120 Providing and fixing factory made P.V.C. door frame of size 50x47 mm with awall thickness of 5 mm, made out of extruded 5mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer’s specification and direction of Engineerin-Charge. 121 Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. 122 Providing and fixing stainlees steel fancy handles with approved make ISI mark as approved 200 mm 123 Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. Twin rubber stopper 124 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete :250x10 mm 125 Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISi, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. 126 Mild steel or iron work of small sizes and sections such as holding down bolts, hold fast tierods,gratings etc. ( when not included in an over all rates) wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required completion of work fabrication of holes doors, chaukhats nosing. 127 Hold fast for chaukhats of doors/windows. 128 FINISHING 129 Pointing on brick work or brick flooring with cement mortar 1:3 flushed/ rules/ struct or weathered pointing 130 6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand) 131 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 132 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than50 gram/litre 133 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 134 FLOORING 135 Providing and laying recitified glazed ceramic floor tiles of size 300 by 300 ,, of 1 st quality conforming to IS 15622 of approved make in all colours shades in colurs while gret ivory fume red brown laid n 20 mm thick cement mortar 1:4 jointing with grey cement slurry 3.3 kg . sqm including pointing the joints with white cemet and matching pigments et. complete 136 engraving letters in hard stone 137 Providing and fixing factory made single extruded WPC solid decorative type flush door shutter of required size comprising of virgin polmer 35 mm thick 138 Ventilator casement window single panel with or without fixed panel 139 Electrical works - changing room (Male & Female changing rooms (2) 140 Wiring point for light with 1.5 sq.mm FR P.V.C. insulated multistrandsingle core Copper Conductor cable as earthing wire drawn inside the conduitpartly concealedin wall&partlylaidin slab along with the reinforcement before concreting, complete with modular typeswitch & ceiling rose/ angle / batten holder on 3 mm thick phenolic laminated backelite sheet etc complete in all respects as directed, including matching color wash 141 Wiring point for plug with 1.5 sq. mm.FRLSH PVCinsulated multistrand single core copper conductor cable as earthwire drawn inside the conduit partly concealed in wall and partly laid in slab alongwith the reinforcement before concreting, complete with14 SWG copper earth continuity wire and piano type switch and socket etc., complete in all respect including matching colour wash. 142 Addition when modular type switches etc are used in place of piono type switches etc. in various wiring points. 143 Addition for light / fan points with modular type switchin place of piono type switch. 144 Addition for plugpointswith modular switch& socket in place of piano type switch & socket. 145 Supply and wiring of submain with one number 1.5sq.mm. FRLSH PVC insulated 1100 V grade multistrand single core copper conductor cable as earth continuity wire drawn inside the conduit in 20mm dia heavy duty (2mm thick) PVC conduit partly laid in slab alongwith reinforcement before concreting and partly concealed in wall, with one no. 14 SWG copper earth continuity wire etc, complete in all respects including matching colour wash. 146 Supply and wiring of submain 2 number 4 sqmm . FRLSH PVC insulated 1100 V grade multistranded single core copper conductor cable in heavy duty( 2 mm thick ) 20mm dia PVC conduit partly concealed in wall and partly laid in slab along with one number 2.5 sqmm FRLSH PVC insulated multistranded copper conductor. 147 cable as earth contunity wire etc. complete in all respects. 148 Supply and wiring of submain 2 number 6 sqmm . FRLSH PVC insulated 1100 V grade multistranded single core copper conductor cable in heavy duty( 2 mm thick ) 25mm dia PVC conduit partly concealed in wall and partly laid in slab along with one number 4 sqmm FRLSH PVC insulated multistranded copper conductor. 149 cable as earth contunity wire etc. complete in all respects. 150 Supplyfixingand concealing of20mm dia.2mm thick PVC conduit pipe with ISI mark embossed and with PVC acessories confirming to IS No. 3419 for drawing wires duly sealed at joints with original resin/ adhesive to make the complete piping rigid,plastering with cement sand mortar finished to level with matching colour including cost of material labour and T & P etc required for proper completion of work . 151 SUBHEAD II-INSTALLATION OF LIGHT FIXTURES 152 Supply & fixing of recess mounting round 10 to 15 watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect.(CAT: AAA) 153 SUBHEAD III-DISTIBUTION BOARD 154 Supply and fixing of surface/flush mounting distribution boards with additional metal door withot MCB complete in all respects. 155 6 Way TPN (CAT A) 156 4 Way SPN (CAT A) 157 Supply and fixing of 6Amp to 32 Amp(10 KA) MCB in existing MCB, DB complete with connections as required. (CAT A) 158 Supply fixing and making connection of following FPMCBS complete in all respects as per direction and satisfaction of engineer-in-charge. 159 63 Amp. 4 Pole MCB (CAT B) 160 Supply and fixing of power plug with 15A/250 V flush type modular switch and 5 Pin 15 A/250V flush type universal modular socket switch on concealed M.S. box including supply of all material, labour T&P etc. required for proper completion of work. 161 Supply and fixing of power plug with 20A/250 V flush type modular switch and 5 Pin 20 A/250V flush type universal modular socket switch on concealed M.S. box including supply of all material, labour T&P etc. required for proper completion of work. 162 Supply and fixing Single Pole MCBS Blanking Plate complete in all respects. 163 SUBHEAD IV-CABLES 164 Supply and laying of aluminium conducter, PVC insulated armoured, served, sheeted cable 1000 bolts grade at a depth of 750mm below ground level over a cushion of 75mm thick sand alround and protected with burnt bricks on sides and top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size. 165 16 sqmm4 core 166 25 sqmm3.5 core 167 Supply & fixing of brass nickle plated compression gland for PVC insulated & armoured served sheathed, underground cable including rubber ring etc. complete in all respects. The armouring of the cable shall be properly connected with the earth as per dire 168 16 sqmm4 core 169 25 sqmm3.5 core 170 Supply and fixing of Palm / pin type copper tin plated cables sockets (lugs) to the cable leads, insuslating with tape and making of connections etc. complete in all respects as per direction of Engineer-Incharge. 171 16 Sq.mm 172 25 Sq.mm 173 Bird Watching Tower (Civil Works) 174 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. 175 Filling with available fly ash and earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer -in-charge, including compacting each layer by rolling/ ramming and watering, all complete as per drawing and direction of Engineer -in - charge. 176 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 177 Treatment of soil along external perimeter of building 7.5 liters/sqm.(5) Treatment of soil under apron along external perimter 5 liters/sqm. 178 Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. 16.78.1 With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 179 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) 180 Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) 181 RCC WORK 182 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 183 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). 184 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). 185 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). 186 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more 187 B/W WORK 188 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : 6.4.1 Cement mortar 1:4 (1 cement : 4 coarse sand) 189 FLOORING 190 52 mm thick cement concrete flooring with concrete hardener topping,under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardenerm mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturersspecifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. 191 Extra for making chequers of approved pattern on cement concrete floors, steps, landings, pavements 192 MS WORK 193 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. 10.26.1 M.S. tube 194 FINISHING 195 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work 196 Shuttering 197 Centering and shuttering including strutting, propping etc. and removal of form for 198 Columns, Pillars, Piers, Abutments, Posts and Struts 199 Lintels, beams, plinth beams, girders, bressumers and cantilevers 200 Suspended floors, roofs, landings, balconies and access platform 201 Lintels, beams, plinth beams, girders, bressumers and cantilevers 202 Providing and laying integral cement base water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc. consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm ofcement admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge over the RCC slab adjoining wall upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken brick bats 25mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS: 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining heights upto 300mm height including rounding of junctions of walls and slabs. (c) After two days of propoer curing applying a second of cement slurry using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge. (d) Finishing the surface with 20mm thick jointless cement mortar of mix 1:4 (1 cement : 4 coarse sand) admixed water proofing compound conforming to IS 2645 and approved by Engineer in charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300 x 300 mm square 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test . All above operations to be done in order and as directed and specified by the Engineer-in-charge with average thickness of 120 mm and minimum thickness at khurra as 86mm 203 Rough cast plaster upto 10m height above ground level with a mixture of a sand and graval of crushed stone from 6 mm to 10 mm nominal size, dashed over and including the fresh plaster in two laper under 12 mm cement plaster ( 12 cement :3fine sand ) mixed with 10% finelt grounded hydrated lime by volume of cement ordinary cement finhish using ordinary cement 204 6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand) 205 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 206 Providing and laying pressed clay tiles (as per approved pattern 20 mm norminal thickness of approved size) on roofs jointed with cement mortar 1:4 (1 cement : 4 coarse sand) mixed with 2 % integral water proofing compound laid over a bed of 20 mm thick cement mortar 1:4 and finished neat complete 207 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges, making and finishing the outlet complete. 208 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 110 mm diameter 209 [Providing and laying integral cement base water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations:(a) Applying a slurry coat of neat cement using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved Ly Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment.(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement: 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compoundconforming to IS : 2645 and approve by Engineer-in­ charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in­ charge.(d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surfacewith trowel with neat cement slurry and making pattern of 300x300 mm square 3 mmdeep. 210 (e)The whole terrace so finished shall be flooded withwater for a minimum period of two weeks for curingand for final test.All above operations to be done inorder and as directed and specified by the Engineer­in-Charge : With average thickness of 120 mm andminimum thickness at khurra as 65mm. With average thickness of 120 mm and minimumthickness at khurra as 65 mm. 211 Bird Watching Tower (Electrical Works) 212 Wiring point for light with 1.5 sq.mm FR P.V.C. insulated multistrandsingle core Copper Conductor cable as earthing wire drawn inside the conduitpartly concealedin wall&partlylaidin slab along with the reinforcement before concreting, complete with modular typeswitch & ceiling rose/ angle / batten holder on 3 mm thick phenolic laminated backelite sheet etc complete in all respects as directed, including matching color wash 213 Wiring point for plug with 1.5 sq. mm.FRLSH PVCinsulated multistrand single core copper conductor cable as earthwire drawn inside the conduit partly concealed in wall and partly laid in slab alongwith the reinforcement before concreting, complete with14 SWG copper earth continuity wire and piano type switch and socket etc., complete in all respect including matching colour wash. 214 Addition when modular type switches etc are used in place of piono type switches etc. in various wiring points. 215 Addition for light / fan points with modular type switchin place of piono type switch. 216 Addition for plugpointswith modular switch& socket in place of piano type switch & socket. 217 Supply and wiring of submain with one number 1.5sq.mm. FRLSH PVC insulated 1100 V grade multistrand single core copper conductor cable as earth continuity wire drawn inside the conduit in 20mm dia heavy duty (2mm thick) PVC conduit partly laid in slab alongwith reinforcement before concreting and partly concealed in wall, with one no. 14 SWG copper earth continuity wire etc, complete in all respects including matching colour wash. 218 Supply and wiring of submain 2 number 4 sqmm . FRLSH PVC insulated 1100 V grade multistranded single core copper conductor cable in heavy duty( 2 mm thick ) 20mm dia PVC conduit partly concealed in wall and partly laid in slab along with one number 2.5 sqmm FRLSH PVC insulated multistranded copper conductor. 219 cable as earth contunity wire etc. complete in all respects. 220 Supply and wiring of submain 2 number 6 sqmm . FRLSH PVC insulated 1100 V grade multistranded single core copper conductor cable in heavy duty( 2 mm thick ) 25mm dia PVC conduit partly concealed in wall and partly laid in slab along with one number 4 sqmm FRLSH PVC insulated multistranded copper conductor. 221 cable as earth contunity wire etc. complete in all respects. 222 Supplyfixingand concealing of20mm dia.2mm thick PVC conduit pipe with ISI mark embossed and with PVC acessories confirming to IS No. 3419 for drawing wires duly sealed at joints with original resin/ adhesive to make the complete piping rigid,plastering with cement sand mortar finished to level with matching colour including cost of material labour and T & P etc required for proper completion of work . 223 SUBHEAD II-INSTALLATION OF LIGHT FIXTURES AND FANS 224 Supply & fixing of recess mounting round 10 to 15 watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect.(CAT: AAA) 225 Supply & fixing of recess mounting round 15 to 18 watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect.(CAT: AAA) 226 SUBHEAD III-DISTIBUTION BOARD 227 Supply and fixing of surface/flush mounting distribution boards with additional metal door withot MCB complete in all respects. 228 6 Way TPN (CAT A) 229 4 Way SPN (CAT A) 230 Supply and fixing of 6Amp to 32 Amp(10 KA) MCB in existing MCB, DB complete with connections as required. (CAT A) 231 Supply fixing and making connection of following FPMCBS complete in all respects as per direction and satisfaction of engineer-in-charge. 232 63 Amp. 4 Pole MCB (CAT B) 233 Supply and fixing of power plug with 15A/250 V flush type modular switch and 5 Pin 15 A/250V flush type universal modular socket switch on concealed M.S. box including supply of all material, labour T&P etc. required for proper completion of work. 234 Supply and fixing of power plug with 20A/250 V flush type modular switch and 5 Pin 20 A/250V flush type universal modular socket switch on concealed M.S. box including supply of all material, labour T&P etc. required for proper completion of work. 235 Supply and fixing Single Pole MCBS Blanking Plate complete in all respects. 236 SUBHEAD IV-CABLES 237 Supply and laying of aluminium conducter, PVC insulated armoured, served, sheeted cable 1000 bolts grade at a depth of 750mm below ground level over a cushion of 75mm thick sand alround and protected with burnt bricks on sides and top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size. 238 16 sqmm4 core 239 25 sqmm3.5 core 240 Supply & fixing of brass nickle plated compression gland for PVC insulated & armoured served sheathed, underground cable including rubber ring etc. complete in all respects. The armouring of the cable shall be properly connected with the earth as per dire 241 16 sqmm4 core 242 25 sqmm3.5 core 243 Supply and fixing of Palm / pin type copper tin plated cables sockets (lugs) to the cable leads, insuslating with tape and making of connections etc. complete in all respects as per direction of Engineer-Incharge. 244 16 Sq.mm 245 25 Sq.mm 246 Site Development Works 247 Boundary Wall (160 Mtr 248 Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan)including dressing of sides and ramming of bottoms for all lift including getting out excavated soil and disposal of surplus excavated soil as directed wihin a lead of 50 m All kinds of soil 249 Excavating, supplying, stacking and filling of loacal earth (including royalty) by mechanical means tranport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in foundations trenches plinth sides of foundations etc complete for all lift 250 Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. 251 Finishing walls with Acrylic Smooth exterior paint of required shade : 13.46.1 New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) 252 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved branf and manufacture 253 Applying primimg coats with ready mixed red oxide zince chromate primer of approved brand and manufacture on steel galvanised iron / steel work 254 RCC: standard post/ struts/ rails/ pales of mix 1:1.5:3 with wooden plugs or 6 mm bar nibs wherever required as per direction of engineer in charge (cost of earth works in excavation, concrete works in foundation to be paid separatelt). 255 Welded steel fabric of required width having rectangular mesh painted with two or more coats of enamel paint of approved shade over a coat of primer ( priming and painting to be paid seaparetly 256 Welded steel wire fabric fencing with posts of specified material and of standard design placed and embedded in cement concrete blocks 45 X 45 X 60 cm mix 1:5:10 every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and struts embedded in cement concrete vlocks 70 X 45 X 50 cm of the same mix, provided with welded steel wire fabric fixed between the posts fitted and fixed with GI staples on wooden plugs or tied to 6 mm bar nibs with GI binding wire (cost of posts, welded steel wire fabric, painting, earth work in excavation and concrete to be paid for separately). 257 Pathway (180 sqm) 258 Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. 2.6.1 All kinds of soil 259 Excavating, supplying, stacking and filling of loacal earth (including royalty) by mechanical means tranport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in foundations trenches plinth sides of foundations etc complete for all lift 260 Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. 261 Supplying and filling in plinth with sand under floors including watering, ramming consolidation and dressing complete 262 Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. 16.78.1 With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 263 6.1 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) 264 Brick on edge flooring with bricks of class deignation 7.5 on a bed of 12 mm cement mortar including filling of joints with same mortar with common burnt clay non modular bricks 1:4 cement and coarse sand 265 Demolishing dry brick pitching in floors, drains etc. including stacking of servicable material and disposal of unservicable material within 50 meters lead 266 Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured) in cement mortar 267 Pointing on brick work or brick floorinG with cement mortar 1:3 flushed/ rules/ struct or weathered pointing 268 Horticulture Works 269 Clearing grass and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared 270 Surface dressing of the ground including removing vegetation and including equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 mall kinds of soil 271 Ploughing the existing ground to a depth of 15 cm to 25 cm and watering the same all kinds of soils 272 Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately). 273 Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge 274 Supplying and stacking of good earth at site including royalty and carriage upto 5 km complete (earth measured in stacks will be reduced by 20% for payment) 275 Supplying and stacking sludge at site including royalty and carriage upto 5 km complete (sludge measured in stacks will be reduced by 8% for payment). 276 Grassing with selection No. 1 grass including watering and maintenance of the lawn for 60 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and earth shall be paid for separately). In rows 5 cm apart in both directions 277 Complete maintenance of trees (Out side garden features), jobs like making of basin at regular interval i/c watering, weeding, pruning & application of fertilizer etc, (excluding the cost of material which shall be supplied by the department and other T & P material/articles shall be provided by the contractor) and as per direction of officer in charge. Trees for 250 no/(up to 4 & up to 3 year Slow & Fast growing group) 278 Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cast of plant & water) 279 Shrub 280 Hedge 281 Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) : HOLES 45CM DEEP, 45 CM DIA 282 Providing and stacking of Bougainvillea (Variety Butiana, Lady Mary Baring, Mahara,Mohan,Scarlet Queen, Variegated, Glabra Formosa, Peruviana Odissi, Paratha, Subhra,Thimma, Spectabilis L.N Birla, Refulgens) of height 75- 90 cm. with 2-3 branches in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge 283 Providing and stacking of Dianella variegated, with 3 to 4 variegated leaves in 20 cm size of Earthen Pot / Plastic Pot & as per direction of the officer-in-charge. 284 Bamboo Buddha valley with fresh & healthy 3 to 4 suckers having 75 to 90 cm ht. plant in 25 cm size Earthen Pot/ Plastic Pot 285 Ficus benjamina (green) height 150-165 cm., bushy with healthy branches and lush green foliage in big size HDPE bag 286 Fishtail palm ht. 150-180 cm bottom girth 15-20 cm well developed in big poly bag size 25 cm 287 Providing and displaying of Areca Palm having ht. 1.20 m to 1.50 m with 5 to 6 suckers, well developed, fresh and healthy with lush green foliage in 25 cm size of Earthen pot/Plastic pot & as per direction of the officer-in-charge. 288 Providing and displaying of Livistona palm having ht. 60 cm to 75 cm, well developed with 8 to 10 leaves, fresh & healthy foliage in 30 cm size of Earthen pot/Plastic pot. as per direction of the officer-in-charge. 289 Providing and stacking of Cassia laevigata of height 60-75 cm. with 4-5 branches in bag of size 25 cm as per direction of the officer-in-charge. 290 Providing and stacking of Dombeya mastersii of height 60-75 cm. with 4- 5 branches in bag of size 25 cm as per direction of the officer-in-charge. 291 Providing and stacking of Ficus reginald well branched, bushy of height 60- 75 cm. in earthen pots of size 25 cm as per direction of the officer-in-charge. 292 Providing and stacking of Gardenia jasminoides of height 45-60 cm. with 3- 4 branches in earthen pots of size 20 cm as per direction of the officer-in-charge. 293 Providing and stacking of Hibiscus rosasinensis of height 90-105 cm., bushy in big size HDPE bag as per direction of the officer-in-charge. 294 Providing and stacking of Cestrum nocturnum (Raat ki Rani) of height 60- 75 cm. with 4-5 branches in bag of size 25 cm as per direction of the officer-in-charge. 295 Cutting of Hedge/Edge including removing of cut material, cleaning, hoeing of hedge/edge bed watering, manureing and applying insecticides and fungicides etc.(excluding the cost of material which shall be supplied by the department) and as per direction of officer in charge. 296 Topiary cutting/shapping of plant removing of cut materials, cleaning, hoeing of plants complete design hoeing of trees (Topiary) watering manure etc.(excluding the cost of material which shall be supplied by thedepartment) and as per direction of officer in charge. 297 Providing and fixing of Alphabet topiary frames in stainless frame approximate size 2 ft by 1.5 ft as approved by site engineer 298 External Electrification Solar Lights 299 Supply , installation , testing and commissiioning of 12-16 watt LED Solar Street Light System including 5 years comprehensive warranty with following items-P.V module :- only indigenous modules shall be used in the project S.P.V MODULE 75 Wp under STC. Battery :- lithium ferro Phspha Battary minimum 12.80 volt 40 ah capacity with mppt controllar. Light source :- Phllips/ havels/ lafit / lustere etc similar brand as approved by architect / site engineer make 12 watt white Light emitting Diode (w-led) with driver set luminaire dispersed beam , soothing to eyes with the use of proper optic and diffuser Mounting of light :- 65 mm dia mediumn class hot dipG>I> pipe designer pole 6.00 metre long pole height 5.00 metre above the ground level luminaire shall be atleast 4.60 metre above the ground level as approved by architect / engineer in charge photographs Name plate Warrenty :- 5 years comprehensive warranty 300 Sitouts & Seating 18 Planters 301 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. 302 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources). 303 Brick work with common burnt clay selected F.P.S. (non modular) bricks of class designation 7.5 in exposed brick work including making horizontal and vertical grooves 10 mm wide 12 mm deep complete in cement mortar 1:6 (1 cement : 6 coarse sand) 304 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 305 Treatment of soil along external perimeter of building 7.5 liters/sqm.(5) Treatment of soil under apron along external perimter 5 liters/sqm. 306 Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. 16.78.1 With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 307 Filling with available fly ash and earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer -in-charge, including compacting each layer by rolling/ ramming and watering, all complete as per drawing and direction of Engineer -in - charge. 308 Pointing on brick work or brick floorinf with cement mortar 1:3 flushed/ rules/ struct or weathered pointing 309 Signages & Place Making 310 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. 311 Filling with available fly ash and earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer -in-charge, including compacting each layer by rolling/ ramming and watering, all complete as per drawing and direction of Engineer -in - charge. 312 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) 313 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 314 Treatment of soil along external perimeter of building 7.5 liters/sqm.(5) Treatment of soil under apron along external perimter 5 liters/sqm. 315 Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. 16.78.1 With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 316 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work;usingcoarse aggregate and fine aggregate derived from natural sources,portland pozzolana / ordinary portland /portland Slagcement,admixtures in recommended proportions as per iS: 9103 to accelerate /retard setting of concrete, to improve durability andworkabilitywithout impairing strength; including pumping of concrete to site of laying, curing,carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge;for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately.in case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. concrete of m25 grade withminimum cement content of 330 kg /cum 317 All work up to plinth level 318 Brick on edge flooring with bricks of class deignation 7.5 on a bed of 12 mm cement mortar including filling of joints with same mortar with common burnt clay non modular bricks 1:4 cement and coarse sand 319 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete above plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more 320 Providing & fixing of Theme based place making work which contain 8 nos Sculpture of various sizes ranging from 0.75 m to 1.75 mt - Theme based set on story of Manjhariya devi mata made with solid red sand stone fiber casting, water proof & all weather proof material with installation on site. (Mixture item - Raisin, katlist, Exilater, Fiber Mat, marbal dust etc.), Product is made in solid (product will not damage with sunlight), sculpture color will be as per architect approved. 321 Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform. with water proof ply 12 mm thick 322 Centering and shuttering including strutting, propping etc. and removal of form forEdges of slabs and breaks in floors and wallsUnder 20 cm wide 323 SIGNAGES 324 EARTHWORK 325 Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: 2.1.1 All kinds of soil 326 PCC WORK 327 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 328 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 329 Treatment of soil along external perimeter of building 7.5 liters/sqm.(5) Treatment of soil under apron along external perimter 5 liters/sqm. 330 Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. 16.78.1 With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 331 BRICKWORK 332 Brick work with common burnt clay selected F.P.S. (non modular) bricks of class designation 7.5 in exposed brick work including making horizontal and vertical grooves 10 mm wide 12 mm deep complete in cement mortar 1:6 (1 cement : 6 coarse sand) 333 From ground level upto plinth level 334 Above plinth level upto floor V level 335 STEEL WORK 336 Providing 3mm thick MS sheet powder coated with primer coat as per design approved by engineer in chargerand bolted to masonry work all complete 337 Providing and fixing carbon galvanised (minimum coating 5 micron dash fasterner of 01 mm dia double threaded 6.8 grade (yeild strength 480 N/Mm2 counter sunk head comprsing 10 mm dia polyamide PA 6 grade sleeve, including drilling of hole in frame, concrete / masonry etc as per direction of engineer in charge. 10x 120 mm 338 FINISHING 339 Finishing with epoxy paint two or more coats at all locations prepared and applied as per manufacturers specifications including priming coat preparation of surface etc complete on steel work 340 Cost of CNC, on MS SHEETof any thickness required for precise carving wherever required of approved depth as per design approved from Arhcitect in charge including cost of designing, for overall mural including the cost of labour involved in day to day fabrication and processing of Artistic work 341 Tube Well 342 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level.All types of soil 300 mm dia 343 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 150 mm nominal size dia 344 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineerin-charge. 345 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-incharge. 346 Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. 347 Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge. 348 Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. 349 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 150 mm dia 350 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewellas per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 150 mm clamp 351 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end): 50 mm nominal bore 352 Providing and fixing Kirloskar 3.7 kiloWatt 5 LPS Three Phase-Submersible Pump Set 353 Site Drainage (200 Mtr) 354 CONSTRUCTION OFAPRON DRAIN (250X300MM) LENGTH OF DRAIN 200 METERS 355 Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineerin-charge 356 Entry Gateway 357 Earthwork in excavation mechanical means / manual means over areas exceeding 30 cm in depth 1.5 m in width as well 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m as directed by engineer in chargeall kinds of soil 358 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m 359 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources). 360 (4) Treatment of soil along external perimeter of building 7.5 liters/sqm.(5) Treatment of soil under apron along external perimter 5 liters/sqm. 361 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 362 All work up to plinth level 363 All work above plinth level 364 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level or above plinth level. thermo-Mechanically Treasted bars of grade Fe-500D or more. 365 SHUTTERING 366 Centering and shuttering including strutting, propping etc. and removal of form for 367 Foundations, footings, bases of columns, etc. for mass concrete 368 Columns, Pillars, Piers, Abutments, Posts and Struts 369 Lintels, beams, plinth beams, girders, bressumers and cantilevers 370 Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. asrequired. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works 371 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : 13.61.1 Two or more coats on new work 372 15 mm cement plaster on the rough side of single or half brick wall of mix : 13.2.1 1:4 (1 cement: 4 fine sand) 373 Pointing on brick work or brick flooring with cement mortar 1:3 flushed/ rules/ struct or weathered pointing 374 Brick work with common burnt clay FPS non modular bricks of class designation 7.5 in foundation and plinth in cement mortar 1:4 375 Brick work with common burnt clay selected F.P.S. (non modular) bricks of class designation 7.5 in exposed brick work including making horizontal and vertical grooves 10 mm wide 12 mm deep complete in cement mortar 1:6 (1 cement : 6 coarse sand) 376 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 377 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than50 gram/litre 378 Stone work ashlar sunk or moulded or sunk and moulded upto floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) including pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : 7.20.1 Red sand stone Extra for stone work ashlar sunk or moulded or sunk and moulded or carved in : 7.21.1 Triangular or Square or rectangular pillars 379 Providing and fixing of stainless steel letters luminated (alphabets) in matt finish grade 316 total 17 letters (20cm height) as per approved colour, font, design, and size including UP Tourism logo 380 Multi Purpose Hall (Civil) 381 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-incharge. All kinds of soil 382 Filling with available fly ash and earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer -in-charge, including compacting each layer by rolling/ ramming and watering, all complete as per drawing and direction of Engineer -in - charge. 383 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 384 Treatment of soil along external perimeter of building 7.5 liters/sqm.(5) Treatment of soil under apron along external perimter 5 liters/sqm. 385 PCC WORK 386 Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. 387 Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. 16.78.1 With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 388 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. 389 Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) 390 REINFORCEMENT CEMENT CONCRETE 391 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work;usingcoarse aggregate and fine aggregate derived from natural sources,portland pozzolana / ordinary portland /portland Slagcement,admixtures in recommended proportions as per iS: 9103 to accelerate /retard setting of concrete, to improve durability andworkabilitywithout impairing strength; including pumping of concrete to site of laying, curing,carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge;for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately.in case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. concrete of m25 grade withminimum cement content of 330 kg /cum 392 All works above plinth level upto floor V level concrete of m25 grade withminimum cementcontent of 330 kg /cum 393 BRICKWORK 394 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) 395 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in exposed brick work including making horizontal and vertical grooves 10 mm wide 12 mm deep complete in cement mortar 1:6 above plinth level superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand) 396 TERRACING (WATER PROOFING) 397 [Providing and laying integral cement base water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations:(a) Applying a slurry coat of neat cement using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved Ly Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment.(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement: 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compoundconforming to IS : 2645 and approve by Engineer-in­ charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in­ charge.(d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surfacewith trowel with neat cement slurry and making pattern of 300x300 mm square 3 mmdeep. 398 (e)The whole terrace so finished shall be flooded withwater for a minimum period of two weeks for curingand for final test.All above operations to be done inorder and as directed and specified by the Engineer­in-Charge : With average thickness of 120 mm andminimum thickness at khurra as 65mm. With average thickness of 120 mm and minimumthickness at khurra as 65 mm. 399 Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : In 75x75 mm deep chase 400 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges, making and finishing the outlet complete. 401 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 110 mm diameter 402 DOOR & WINDOWS 403 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 9.20.1 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 404 Providing & Fixing decorative high pressure laminated sheet of plain / wood grain in gloss / matt/ suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 Type S, including cost of adhesive of approved quality.9.127.2 1.0 mm thick 405 Providing and fixing factory made uPVC glazed/wire mesh windows/doors comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced withgalvanized mild steel section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and Inline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware,SS 304 grade fasteners of minimum 8 mm dia with countersunk head, comprising of matching polyamide PA6 grade sleevefor fixing frame to finished wall as perIS 1367 : Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all corners, including drilling of holes for fixing hardware and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of approved size and quality, all complete as per approved drawing conforming to CPWD specification & direction of Engineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge. 406 Wire mesh / Glazing of plain/ toughened/ laminated/ double glass unit with / without high performance coatings as per design requirements and conforming to IS: 3548 & IS: 16231 shall be paidseparately. Note:- Structural design proof checked from a Government Engineering Institute,to be provided by the manufacturer for : (i) Siteswith basic wind speed > 45 m/sec as per IS 875 – Part 3 (ii)Sites with structure height more than 20m for all wind speeds 407 Two track four panels sliding windows with Aluminium channel for roller track, wool pile, zinc alloy (zamak) powder coated handle on three panels along with multi-point locking system, nylon rollers with SS 304 body. Using R3 series with frame (55mm & above) x (40mm & above) & sash (30mm & above) x (55mm & above) (Height upto 1.8m) 408 Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. 409 Providing and fixing stainlees steel fancy handles with approved make ISI mark as approved 200 mm 410 Providing and fixing steel (white power coated) crescent lock for uPVC sliding window/ door with necessary screws etc. complete. 411 Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. Twin rubber stopper 412 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete :250x10 mm 413 Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISi, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. 414 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):(Cost of aluminium snap beading shall be paid in basic item): With float glass panes of 5.5 mm thickness 415 Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. wire and 1.4mm wide aperture withmatching wood beading 416 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level or above plinth level. thermo-Mechanically Treasted bars of grade Fe-500D or more. 417 FINISHING 418 Pointing on brick work or brick floorinG with cement mortar 1:3 flushed/ rules/ struct or weathered pointing 419 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) 420 6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand) 421 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 422 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than50 gram/litre 423 Providing and applying white cement based putty of average thickness 1 mm, of approved brand &anufacturer, over the plastered wall surface to prepare the surface even & smooth complete. 424 FLOORING 425 40 mm thick marble chips flooring rubbed and polished to granolithic finish, under layer 34 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size) and top layer 6mm thick with white, black, chocolate, grey, yellow or green 11.0 FLOORING SUB HEAD : 11.0 FLOORING 235 SUB HEAD : 11.0 FLOORING 236 Code Description Unit Rate No. marble chips of sizes from 1 mm to 4 mm nominal size, laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 marble chips) by volume, including cement slurry etc. complete 426 Dark shade pigment with ordinary cement 427 SHUTTERING 428 Centering and shuttering including strutting, propping etc. and removal of form for 429 Foundations, footings, bases of columns, etc. for mass concrete 430 Columns, Pillars, Piers, Abutments, Posts and Struts 431 Lintels, beams, plinth beams, girders, bressumers and cantilevers 432 Lintels, beams, plinth beams, girders, bressumers and cantilevers 433 Suspended floors, roofs, landings, balconies and access platform 434 Suspended floors, roofs, landings, balconies and access platform 435 Terracotta jali 436 Installation charges for fixing of façade at all heights with extruded hollow clay/terracotta ventillated rain screen tiles 437 P/F Terracotta jali 438 Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm 439 long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturers specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with :2.45.4 Fully Perforated Gypsum Plaster Board of size 1200 x 2400x12.5 mm having approx. 15 % perforated area with perforation size and pattern as approved by the Engineer in-charge and as per manufacturers specification, with all 4 side tapered and backed by acoustical tissue with NRC value not less than 0.60 440 Structural steel work riveted, welded, or boltedin built up sections, trusses, and framed work, including cutting, hoisting, fixing in position and applyinga priming coat of approved steel primer all complete 441 Providing and laying pressed clay tiles (as per approved pattern 20 mm norminal thickness of approved size) on roofs jointed with cement mortar 1:4 (1 cement : 4 coarse sand) mixed with 2 % integral water proofing compound laid over a bed of 20 mm thick cement mortar 1:4 and finished neat complete 442 Electrical Works 443 Wiring point for light with 1.5 sq.mm FR P.V.C. insulated multistrandsingle core Copper Conductor cable as earthing wire drawn inside the conduitpartly concealedin wall&partlylaidin slab along with the reinforcement before concreting, complete with modular typeswitch & ceiling rose/ angle / batten holder on 3 mm thick phenolic laminated backelite sheet etc complete in all respects as directed, including matching color wash 444 Wiring point for fan / fresh air fan (light duty exhaust fan) with 1.5 sq.mm.FRLSH PVC insulated multistrand single core copper conductor cableas earthwire drawn inside the conduit partly concealed in wall and partly laid in slab alongwith the reinforcement before concreting, complete with 14 SWG copper earth continuity wire,GP Box , piano type switch & ceiling rose on 3 mm. thick backelite sheet etc., complete in all respect including matching colour wash. 445 Wiring point for plug with 1.5 sq. mm.FRLSH PVCinsulated multistrand single core copper conductor cable as earthwire drawn inside the conduit partly concealed in wall and partly laid in slab alongwith the reinforcement before concreting, complete with14 SWG copper earth continuity wire and piano type switch and socket etc., complete in all respect including matching colour wash. 446 Addition when modular type switches etc are used in place of piono type switches etc. in various wiring points. 447 Addition for light / fan points with modular type switchin place of piono type switch. 448 Addition for plugpointswith modular switch& socket in place of piano type switch & socket. 449 Supply and wiring of submain with one number 1.5sq.mm. FRLSH PVC insulated 1100 V grade multistrand single core copper conductor cable as earth continuity wire drawn inside the conduit in 20mm dia heavy duty (2mm thick) PVC conduit partly laid in slab alongwith reinforcement before concreting and partly concealed in wall, with one no. 14 SWG copper earth continuity wire etc, complete in all respects including matching colour wash. 450 Supply and wiring of submain 2 number 4 sqmm . FRLSH PVC insulated 1100 V grade multistranded single core copper conductor cable in heavy duty( 2 mm thick ) 20mm dia PVC conduit partly concealed in wall and partly laid in slab along with one number 2.5 sqmm FRLSH PVC insulated multistranded copper conductor. 451 cable as earth contunity wire etc. complete in all respects. 452 Supply and wiring of submain 2 number 6 sqmm . FRLSH PVC insulated 1100 V grade multistranded single core copper conductor cable in heavy duty( 2 mm thick ) 25mm dia PVC conduit partly concealed in wall and partly laid in slab along with one number 4 sqmm FRLSH PVC insulated multistranded copper conductor. 453 cable as earth contunity wire etc. complete in all respects. 454 Supplyfixingand concealing of20mm dia.2mm thick PVC conduit pipe with ISI mark embossed and with PVC acessories confirming to IS No. 3419 for drawing wires duly sealed at joints with original resin/ adhesive to make the complete piping rigid,plastering with cement sand mortar finished to level with matching colour including cost of material labour and T & P etc required for proper completion of work . 455 SUBHEAD II-INSTALLATION OF LIGHT FIXTURES AND FANS 456 Erection and testing of ceiling fan and regulator for room height upto 3.5mts. including supply of 3mm thick G.I. Pipe 19mm dia duly painted, complete in all respects. 457 Supply and fixing hexagonal/Round G.P. fan box of approved make made up of 1.0mm thick ISI Marked G.P. sheet spot weeldeed Four to Eight holes of 25.4 mm for pipe entry of the box. Holes should be semi-shuttered type with 0.5mm G.P. Sheet made upper & lower cover duly screewed fitted with 300mm round zink coted M.S Bar X 12mm & brand name should be embossed.Fixing with wiring conduit laid in the R.C.C roof before concreting alongwith supply of all material, labour, T&P etc. required for proper completion of the work. 458 Supplyfixingofelectronic fan regulator(Modular) 120-280 V. ISImarked, on the existing switch board including making connetion, required material, labour T/P etc for proper completion of work to the satisfaction of Engineer in charge of work. 459 Supply and Ceiling fan with fan motor of AC permanent insulation, capacitor rating conforming BEE 5 star rating and IS: 374/79 and also comply with IS:1709/1984 with latest amendment. The rated voltage 220/240 volt 50Hz, 1-ph AC the fan assemble should consist of down rod blades, shackle canopies etc and with double ball breaing system 460 BEE 5 star rated-1200 mm sweep 461 Supply & fixing of recess mounting round 10 to 15 watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect.(CAT: AAA) 462 Supply & fixing of recess mounting round 15 to 18 watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect.(CAT: AAA) 463 Provinding & fixing Aluminum LED Track Spot Light LED Panel recess mounting for armstrong / Pop / Zip Board cellings complete with separate electronic driver and high brightness SMD LEDs (3000,4000,6500K) 464 SUBHEAD III-DISTIBUTION BOARD 465 Supply and fixing of surface/flush mounting distribution boards with additional metal door withot MCB complete in all respects. 466 6 Way TPN (CAT A) 467 4 Way SPN (CAT A) 468 Supply and fixing of 6Amp to 32 Amp(10 KA) MCB in existing MCB, DB complete with connections as required. (CAT A) 469 Supply fixing and making connection of following FPMCBS complete in all respects as per direction and satisfaction of engineer-in-charge. 470 63 Amp. 4 Pole MCB (CAT B) 471 Supply and fixing of power plug with 15A/250 V flush type modular switch and 5 Pin 15 A/250V flush type universal modular socket switch on concealed M.S. box including supply of all material, labour T&P etc. required for proper completion of work. 472 Supply and fixing of power plug with 20A/250 V flush type modular switch and 5 Pin 20 A/250V flush type universal modular socket switch on concealed M.S. box including supply of all material, labour T&P etc. required for proper completion of work. 473 Supply and fixing Single Pole MCBS Blanking Plate complete in all respects. 474 SUBHEAD IV-CABLES 475 Supply and laying of aluminium conducter, PVC insulated armoured, served, sheeted cable 1000 bolts grade at a depth of 750mm below ground level over a cushion of 75mm thick sand alround and protected with burnt bricks on sides and top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size. 476 16 sqmm4 core 477 25 sqmm3.5 core 478 Supply & fixing of brass nickle plated compression gland for PVC insulated & armoured served sheathed, underground cable including rubber ring etc. complete in all respects. The armouring of the cable shall be properly connected with the earth as per direction 479 16 sqmm4 core 480 25 sqmm3.5 core 481 Supply and fixing of Palm / pin type copper tin plated cables sockets (lugs) to the cable leads, insuslating with tape and making of connections etc. complete in all respects as per direction of Engineer-Incharge. 482 16 Sq.mm 483 25 Sq.mm 484 Drinking Water Kiosk 485 Civil Works 486 Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. 2.6.1 All kinds of soil 487 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m 488 Supply and stacking of fly ash conforming to IRC- 58 at site. Including carriage, loading , unloading and stacking upto any lead 489 Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. 490 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 491 16.78 Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. 16.78.1 With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 492 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. 493 Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) 494 (4) Treatment of soil along external perimeter of building 7.5 liters/sqm.(5) Treatment of soil under apron along external perimter 5 liters/sqm. 495 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) 496 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 497 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 498 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 499 All work up to plinth level 500 All work above plinth level 501 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) 502 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) 503 Surface dressing on new surface with paving bitumen of grade VG - 10 of approved quality using 2.25 kg of bitumen per sqm with 1.65 cum of stone chippings 13.2 mm nominal size per 100 sqm of road surface, including consolidation with road roller of 6 to 8 tonne capacity etc. complete: 504 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in exposed brick work including making horizontal and vertical grooves 10 mm wide 12 mm deep complete in cement mortar 1:6 above plinth level superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand) 505 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. 6.13.1 Cement mortar 1:3 (1 cement :3 coarse sand) 506 Providing and laying brick tiles over mumty roofs, grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement, over 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat: 12.19.1 With common burnt clay F.P.S. (non modular) brick tiles of class designation 10 507 Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying: (a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. 508 30 mm thick factory made Polyvinyl Chloride (PVC) door shutter made of styles and rails of a uPVC hollow section of size 60x30 mm and wall thickness 2 mm (± 0.2 mm), with inbuilt decorative moulding edging on one side. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 25x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of H section, a uPVC hollow section of size 100x30 mm and 2 mm (± 0.2 mm) wall thickness fixed to the shutter styles by means of plastic/ galvanised M.S. U cleat The shutter frame filled with a uPVC multi-chambered singlepanel of size not less than 620 mm, having over all thicknessof 20 mm and 1 mm (± 0.1 mm) wall thickness . The panelsfilled vertically and tie bar at two places by inserting horizontally6 mm galvanised M.S. rod and fastened with nuts andwashers, complete as per manufacturers specification anddirection of Engineer-in-charge. 509 Providing and fixing bright finished brass parliamentary hinges with necessary screws etc. complete : 9.73.3 100x125x27x5 mm 510 Providing and fixing factory made P.V.C. door frame of size 50x47 mm with awall thickness of 5 mm, made out of extruded 5mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer’s specification and direction of Engineerin-Charge. 511 providing 40x5 mm flat iron hold fats 400 mm long including fixing to frame with 10mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 300x100x150mm 1:3:6 mix. 512 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level or above plinth level. thermo-Mechanically Treasted bars of grade Fe-500D or more. 513 15 mm cement plaster on the rough side of single or half brick wall of mix : 13.2.1 1:4 (1 cement: 4 fine sand) 514 15 mm cement plaster on the rough side of single or half brick wall of mix : 13.2.1 1:4 (1 cement: 4 fine sand) 515 40 mm thick marble chips flooring rubbed and polished to granolithic finish, under layer 34 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size) and top layer 6mm thick with white, black, chocolate, grey, yellow or green 11.0 FLOORING SUB HEAD : 11.0 FLOORING 235 SUB HEAD : 11.0 FLOORING 236 Code Description Unit Rate No. marble chips of sizes from 1 mm to 4 mm nominal size, laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 marble chips) by volume, including cement slurry etc. complete 516 Dark shade pigment with ordinary cement 517 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 518 Distempering (new work - Two coat or more coats ) with oil bound distemper of approved brand and manufacture & of required shade on undecorated wall surface to give an even shade over & including water thinnable priming coatwith cement primer of approved brand & manufacture after thoroughly brushing the surface free from mortar droppings & other foreign matters & also including preparing the surface even with plaster of paris or approved synthetic material & sand papered smooth including cost of all materials.(Ceiling) 519 Providing and applying white cement based putty of average thickness 1 mm, of approved brand &anufacturer, over the plastered wall surface to prepare the surface even & smooth complete. 520 Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. 521 Providing and fixing sliding bolts 522 Providing and fixing Tower bolts 523 Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. 524 Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISi, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. 525 Centering and shuttering including strutting, propping etc. and removal of form for 526 Foundations, footings, bases of columns, etc. for mass concrete 527 Columns, Pillars, Piers, Abutments, Posts and Struts 528 Lintels, beams, plinth beams, girders, bressumers and cantilevers 529 Lintels, beams, plinth beams, girders, bressumers and cantilevers 530 Suspended floors, roofs, landings, balconies and access platform 531 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing of edges to give high gloss finish etc. complete at all levels 8.2.2 Granite stone slab of colour black, Cherry/Ruby red 8.2.2.2 Area of slab over 0.50 sqm 532 Providing and laying pressed clay tiles (as per approved pattern 20 mm norminal thickness of approved size) on roofs jointed with cement mortar 1:4 (1 cement : 4 coarse sand) mixed with 2 % integral water proofing compound laid over a bed of 20 mm thick cement mortar 1:4 and finished neat complete 533 Pointing on brick work or brick floorinG with cement mortar 1:3 flushed/ rules/ struct or weathered pointing 534 P/F Terracotta jali 535 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges, making and finishing the outlet complete. 536 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 110 mm diameter 537 Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : In 75x75 mm deep chase 538 Electrical Works 539 Wiring point for light with 1.5 sq.mm FR P.V.C. insulated multistrandsingle core Copper Conductor cable as earthing wire drawn inside the conduitpartly concealedin wall&partlylaidin slab along with the reinforcement before concreting, complete with modular typeswitch & ceiling rose/ angle / batten holder on 3 mm thick phenolic laminated backelite sheet etc complete in all respects as directed, including matching color wash 540 Wiring point for fan / fresh air fan (light duty exhaust fan) with 1.5 sq.mm.FRLSH PVC insulated multistrand single core copper conductor cableas earthwire drawn inside the conduit partly concealed in wall and partly laid in slab alongwith the reinforcement before concreting, complete with 14 SWG copper earth continuity wire,GP Box , piano type switch & ceiling rose on 3 mm. thick backelite sheet etc., complete in all respect including matching colour wash. 541 Wiring point for plug with 1.5 sq. mm.FRLSH PVCinsulated multistrand single core copper conductor cable as earthwire drawn inside the conduit partly concealed in wall and partly laid in slab alongwith the reinforcement before concreting, complete with14 SWG copper earth continuity wire and piano type switch and socket etc., complete in all respect including matching colour wash. 542 Addition when modular type switches etc are used in place of piono type switches etc. in various wiring points. 543 Addition for light / fan points with modular type switchin place of piono type switch. 544 Addition for plugpointswith modular switch& socket in place of piano type switch & socket. 545 Supply and wiring of submain with one number 1.5sq.mm. FRLSH PVC insulated 1100 V grade multistrand single core copper conductor cable as earth continuity wire drawn inside the conduit in 20mm dia heavy duty (2mm thick) PVC conduit partly laid in slab alongwith reinforcement before concreting and partly concealed in wall, with one no. 14 SWG copper earth continuity wire etc, complete in all respects including matching colour wash. 546 Supply and wiring of submain 2 number 4 sqmm . FRLSH PVC insulated 1100 V grade multistranded single core copper conductor cable in heavy duty( 2 mm thick ) 20mm dia PVC conduit partly concealed in wall and partly laid in slab along with one number 2.5 sqmm FRLSH PVC insulated multistranded copper conductor. 547 cable as earth contunity wire etc. complete in all respects. 548 Supply and wiring of submain 2 number 6 sqmm . FRLSH PVC insulated 1100 V grade multistranded single core copper conductor cable in heavy duty( 2 mm thick ) 25mm dia PVC conduit partly concealed in wall and partly laid in slab along with one number 4 sqmm FRLSH PVC insulated multistranded copper conductor. 549 cable as earth contunity wire etc. complete in all respects. 550 Supplyfixingand concealing of20mm dia.2mm thick PVC conduit pipe with ISI mark embossed and with PVC acessories confirming to IS No. 3419 for drawing wires duly sealed at joints with original resin/ adhesive to make the complete piping rigid,plastering with cement sand mortar finished to level with matching colour including cost of material labour and T & P etc required for proper completion of work . 551 SUBHEAD II-INSTALLATION OF LIGHT FIXTURES AND FANS 552 Erection and testing of ceiling fan and regulator for room height upto 3.5mts. including supply of 3mm thick G.I. Pipe 19mm dia duly painted, complete in all respects. 553 Supply & fixing of LED Tube Light with batten suitable for up to 1 x 22 watt LED tube light complete including tube etc on surface complete in all respects.(CAT: AAA) 554 Supply & fixing of LED Tube Light with batten suitable for up to 2 x 22 watt LED tube light complete including tube etc on surface complete in all respects.(CAT: AAA) 555 Supply & fixing of recess mounting round 10 to 15 watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect.(CAT: AAA) 556 SUBHEAD III-DISTIBUTION BOARD 557 Supply and fixing of surface/flush mounting distribution boards with additional metal door withot MCB complete in all respects. 558 6 Way TPN (CAT A) 559 Supply and fixing of 6Amp to 32 Amp(10 KA) MCB in existing MCB, DB complete with connections as required. (CAT A) 560 Supply fixing and making connection of following FPMCBS complete in all respects as per direction and satisfaction of engineer-in-charge. 561 63 Amp. 4 Pole MCB (CAT B) 562 Supply and fixing of power plug with 15A/250 V flush type modular switch and 5 Pin 15 A/250V flush type universal modular socket switch on concealed M.S. box including supply of all material, labour T&P etc. required for proper completion of work. 563 Supply and fixing of power plug with 20A/250 V flush type modular switch and 5 Pin 20 A/250V flush type universal modular socket switch on concealed M.S. box including supply of all material, labour T&P etc. required for proper completion of work. 564 Supply and fixing Single Pole MCBS Blanking Plate complete in all respects. 565 SUBHEAD IV-CABLES 566 Supply and laying of aluminium conducter, PVC insulated armoured, served, sheeted cable 1000 bolts grade at a depth of 750mm below ground level over a cushion of 75mm thick sand alround and protected with burnt bricks on sides and top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size. 567 16 sqmm4 core 568 25 sqmm3.5 core 569 Supply & fixing of brass nickle plated compression gland for PVC insulated & armoured served sheathed, underground cable including rubber ring etc. complete in all respects. The armouring of the cable shall be properly connected with the earth as per dire 570 16 sqmm4 core 571 25 sqmm3.5 core 572 Supply and fixing of Palm / pin type copper tin plated cables sockets (lugs) to the cable leads, insuslating with tape and making of connections etc. complete in all respects as per direction of Engineer-Incharge. 573 16 Sq.mm 574 25 Sq.mm 575 Plumbing Works 576 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Flexible pipe 40 mm dia 577 Providing and fixing 100 mm sand cast Iron grating for gully trap. 578 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 579 100 mm nominal dia Pipes 580 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 581 20 mm dia (iner fitting) 582 32mm dia (outer fitting) 583 Providing and fixing gun metal gate valve with C.I. wheel of approved quality {screwed end):. 32mm dia 584 32mm dia 585 Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. 15 mm nominal bore 586 Providing and fixing brass stop cock of approved quality : 15 mm nominal bore 587 Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 588 Providing and placing on terrace (at all floor levels) polyethylene waterstorage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 589 Total Cost of Plumbing Work-A 590 TUBE WELL 591 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level. All types of soil 300 mm dia 592 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 150 mm nominal size dia 593 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineerin-charge. 594 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-incharge. 595 Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. 596 Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge. 597 Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. 598 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 150 mm dia 599 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewellas per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 150 mm clamp 600 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end): 50 mm nominal bore 601 Providing and fixing Kirloskar 3.7 kiloWatt 5 LPS Three Phase-Submersible Pump Set 602 Kiosk (03 Nos) 603 Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. 2.6.1 All kinds of soil 604 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m 605 Supply and stacking of fly ash conforming to IRC- 58 at site. Including carriage, loading , unloading and stacking upto any lead 606 Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. 607 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 608 16.78 Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. 16.78.1 With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 609 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. 610 Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) 611 (4) Treatment of soil along external perimeter of building 7.5 liters/sqm.(5) Treatment of soil under apron along external perimter 5 liters/sqm. 612 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) 613 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 614 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 615 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 616 All work up to plinth level 617 All work above plinth level 618 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) 619 6.1 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) 620 Surface dressing on new surface with paving bitumen of grade VG - 10 of approved quality using 2.25 kg of bitumen per sqm with 1.65 cum of stone chippings 13.2 mm nominal size per 100 sqm of road surface, including consolidation with road roller of 6 to 8 tonne capacity etc. complete: 621 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in exposed brick work including making horizontal and vertical grooves 10 mm wide 12 mm deep complete in cement mortar 1:6 above plinth level superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand) 622 Providing and laying brick tiles over mumty roofs, grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement, over 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat: 12.19.1 With common burnt clay F.P.S. (non modular) brick tiles of class designation 10 623 P/L water proofing treatment on roofs. 624 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 9.20.1 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 625 30 mm thick factory made Polyvinyl Chloride (PVC) door shutter made of styles and rails of a uPVC hollow section of size 60x30 mm and wall thickness 2 mm (± 0.2 mm), with inbuilt decorative moulding edging on one side. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 25x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of H section, a uPVC hollow section of size 100x30 mm and 2 mm (± 0.2 mm) wall thickness fixed to the shutter styles by means of plastic/ galvanised M.S. U cleat The shutter frame filled with a uPVC multi-chambered singlepanel of size not less than 620 mm, having over all thicknessof 20 mm and 1 mm (± 0.1 mm) wall thickness . The panelsfilled vertically and tie bar at two places by inserting horizontally6 mm galvanised M.S. rod and fastened with nuts andwashers, complete as per manufacturers specification anddirection of Engineer-in-charge. 626 Providing and fixing bright finished brass parliamentary hinges with necessary screws etc. complete : 9.73.3 100x125x27x5 mm 627 Providing and fixing factory made P.V.C. door frame of size 50x47 mm with awall thickness of 5 mm, made out of extruded 5mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer’s specification and direction of Engineerin-Charge. 628 Providing and fixing steel (white power coated) crescent lock for uPVC sliding window/ door with necessary screws etc. complete. 629 providing 40x5 mm flat iron hold fats 400 mm long including fixing to frame with 10mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 300x100x150mm 1:3:6 mix. 630 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level or above plinth level. thermo-Mechanically Treasted bars of grade Fe-500D or more. 631 15 mm cement plaster on the rough side of single or half brick wall of mix : 13.2.1 1:4 (1 cement: 4 fine sand) 632 Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) :8.14.2 Red sand stone - Exposed face machine cut and tablerubbed with rough backing 8.14.2.4 40 mm thick 633 15 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 6 coarse sand 634 40 mm thick marble chips flooring rubbed and polished to granolithic finish, under layer 34 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size) and top layer 6mm thick with white, black, chocolate, grey, yellow or green 11.0 FLOORING SUB HEAD : 11.0 FLOORING 235 SUB HEAD : 11.0 FLOORING 236 Code Description Unit Rate No. marble chips of sizes from 1 mm to 4 mm nominal size, laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 marble chips) by volume, including cement slurry etc. complete 635 Dark shade pigment with ordinary cement 636 Distempering (new work - Two coat or more coats ) with oil bound distemper of approved brand and manufacture & of required shade on undecorated wall surface to give an even shade over & including water thinnable priming coatwith cement primer of approved brand & manufacture after thoroughly brushing the surface free from mortar droppings & other foreign matters & also including preparing the surface even with plaster of paris or approved synthetic material & sand papered smooth including cost of all materials.(Ceiling) 637 Providing and applying white cement based putty of average thickness 1 mm, of approved brand &anufacturer, over the plastered wall surface to prepare the surface even & smooth complete. 638 Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. 639 Providing and fixing Aluminim Tower bolts 640 Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISi, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. 641 Providing and fixing magnetic catcher of approved quality in cupboard / ward robe shutters, including fixing with necessary screws etc. complete. 9.114.1 Triple strip vertical type 642 Centering and shuttering including strutting, propping etc. and removal of form for 643 Foundations, footings, bases of columns, etc. for mass concrete 644 Columns, Pillars, Piers, Abutments, Posts and Struts 645 Lintels, beams, plinth beams, girders, bressumers and cantilevers 646 Lintels, beams, plinth beams, girders, bressumers and cantilevers 647 Suspended floors, roofs, landings, balconies and access platform 648 Engraving in hard stone 649 Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters 10.6.1 80x1.25 mm M.S. laths with 1.25 mm thick top cover 650 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing of edges to give high gloss finish etc. complete at all levels 8.2.2 Granite stone slab of colour black, Cherry/Ruby red 8.2.2.2 Area of slab over 0.50 sqm 651 Providing and laying pressed clay tiles (as per approved pattern 20 mm norminal thickness of approved size) on roofs jointed with cement mortar 1:4 (1 cement : 4 coarse sand) mixed with 2 % integral water proofing compound laid over a bed of 20 mm thick cement mortar 1:4 and finished neat complete 652 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges, making and finishing the outlet complete. 653 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 110 mm diameter 654 Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : In 75x75 mm deep chase 655 Electrical Works 656 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class pvc conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 657 Group C 658 Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point ( without independent switch etc.) with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed PVC conduit, and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc. as required. 659 Group C 660 Twin Control Point wiring in PVC conduit, with modular type switch :- 661 Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class pvc conduit, 2 way modular switch, modular switch, suitable M.S. box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 662 Power plug wiring in PVC conduit (2 x 4 Sq.Mm.) :- 663 Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class pvc conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. 664 Circuit / Sub main wiring in PVC conduit :- 665 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class pvc conduit as required. 666 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire. 667 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire. (DB to switch board) 668 2 x 6 sq.mm. + 1 x 6 sq.mm. Earth wire 669 2 x 10 sq.mm. + 1 x 6 sq.mm. Earth wire 670 4 x 10 sq.mm. + 2 x 6 sq.mm. Earth wire 671 4 x 16 sq.mm. + 2 x 6 sq.mm. Earth wire 672 S/F light plug point Modular type accessories :- 673 Supply and fixing of suitable size GI box with modular plate and cover in front on surface or in recess including providingandfixing 3 pin 5/6 amps modular socket outlet and 5/6 amps. modular switch, connection etc. as required. 674 S/F power plug point modular type accessories :- 675 Supply and fixing of suitable size GI box with modular plate and cover in FRLSont on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps. modular switch, connection etc. as required. 676 S/F modular type electronic fan regulator :- 677 Supply and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. 678 2 Module 679 S/F modular type blanking plate :- 680 Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required. 681 1 Or 2 Module (75mmX75mm) 682 3 Module(100mmX75mm) 683 4 Module(125mmX75mm) 684 6 Module(200mmX75mm) 685 8 Module(125mmX125mm) 686 DISTRIBUTION BOARDS & MCBs 687 Supplying and fixing of following ways surface/ recess mounting, vertical type, 415 V, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 A tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCBs (but without MCBs and incomer ) as required . (Note : Vertical type MCB TPDB is normally used where 3 phase outlets are required.) 688 12 way (4 + 36), Double Door 689 Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 690 8 way , Double door 691 12 way , Double door 692 Supplying and fixing followingway, horizontal type TP&N, sheet steelMCB distribution board,415 V on surface /recess,completewithtinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required (But without MCB / RCCB / Isolators). 693 6 way (4 + 18), Double door 694 8 way (4 + 24), Double door 695 12 way (4 + 36), Double door 696 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 697 SINGLE POLE 698 Single Pole 699 Supplying and fixing following rating, double pole, (single phase and neutral), 240 volts, residual current circuit breaker (RCCB), having a sensitivity current upto 30 mA in the existingMCBDBcomplete with connections, testing andcommissioning etc. as required. 700 2 Pole 40A, 30mA 701 2 Pole 63A, 30mA 702 SH:- II- Fitting & Fixtures 703 SITC of following ratings RECCESS /SURFACE MOUNTED LED ROUND / SQUIRE SHAPE DOWN LIGHT liminiaire with pressure dia cast housingFOR SINGLE PHASE supply voltage luminaire shall be confirm to IS 10322 Part 3 section 2 or IEC 6-7 22 with all necessary accessory item required . 704 Supply and fixing recessed mounting LED light, LED of 1 to 3 Watt each assembled on single MCPCB, having color temp upto 6500K & having 50000 burning hrs. life with minimum @ L 70, system lumen output should be minimum with efficacy>100 lm/Watt.LED driver PF > 0.95, THD < 20% & surge protection 4KV. The colour rendering index of LED light should be more than 70. Housing made of pressure die cast aluminium/CRCA powder coated frame with glare free diffused polycarbonate cover. Submission LM 79- 08/IS16106 (2012), IEC60598, IEC61347i/c connection wire, testing etc. to complete the job. 705 10Watt, color temp 3000-6500k as required. (Wall Light) 706 Supply and fixing recessed mounting LED light, LED of 1 to 3 Watt each assembled on single MCPCB, having color temp upto 6500K & having 50000 burning hrs. life with minimum @ L 70, system lumen output should be minimum with efficacy>100 lm/Watt.LED driver PF > 0.95, THD < 20% & surge protection 4KV. The colour rendering index of LED light should be more than 70. Housing made of pressure die cast aluminium/CRCA powder coated frame with glare free diffused polycarbonate cover. Submission LM 79- 08/IS16106 (2012), IEC60598, IEC61347i/c connection wire, testing etc. to complete the job. 707 12Watt, color temp 3000-6500k as required. (Mirror Light) 708 GST Extra As per Applicable
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Uttar Pradesh View Result →
44.
Housing Urban and Rular Development #9440734 Technical Bid
Construction Of Phase-B Work At Jnv Balodabazar ( C.G ) - 1 EARTH WORK 2 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 3 All kinds of soil 4 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 5 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 6 Supplying chemical emulsion in sealed containers including delivery as specified. 7 Chlorpyriphos/ Lindane emulsifiable concentrate of 20% 8 Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : 9 Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: 10 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration 11 Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. 12 CONCRETE WORK 13 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 14 1:5:10 (1 Cement : 5 coarse sand (zone-III) : 10 graded stone aggregate 40 mm nominal size) 15 Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing : 16 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). 17 Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size) 18 Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. 19 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. 20 REINFORCEDCEMENTCONCRETE 21 Centering and shuttering including strutting, propping etc. and removal of form for all heights: 22 Foundations, footings, bases of columns, etc. for mass concrete 23 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc 24 Columns, Pillars, Piers, Abutments, Posts and Struts 25 Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like 26 Edges of slabs and breaks in floors and walls 27 Under 20 cms wide 28 Suspended floors, roofs, landings, balconies and access platform. 29 Lintels, beams, plinth beams, girders, bressumers and cantilevers. 30 Providing precast cement concrete Jali 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 6mm nominal size), reinforced with 1.6 mm dia mild steel wire, including centering and shuttering, roughening cleaning, fixing and finishing with cement mortar 1:3 (1 cement: 3 fine sand) etc. complete, excluding plastering of the jambs, sills and soffits. 31 50 mm thick 32 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 33 Thermo-Mechanically Treated bars of grade Fe-500D or more. 34 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. 35 Thermo-Mechanically Treated bars of grade Fe-500 D or more. 36 Providing and fixing sheet covering over expansion joints with iron screws as per design. 37 Aluminium fluted strips 3.15 mm thick. 38 200 mm wide 39 Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. 40 Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately). 41 All works upto plinth level 42 All works above plinth level upto floor V level 43 Add for using extra cement in the items of design mix over and above the specified cement content therein. 44 BRICK WORK 45 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 46 Cement mortar 1:6 (1 cement : 6 coarse sand) 47 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for seperately).: 48 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. 49 Cement mortar 1:4 (1 cement :4 coarse sand) 50 Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry. 51 Brick edging 7cm wide 11.4 cm deep to plinth protection with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 including grouting with cement mortar 1:4 (1 cement : 4 fine sand). 52 MARBLE WORK 53 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. 54 Raj Nagar Plain white marble/ Udaipur green marble/ Zebra black marble 55 Area of slab over 0.50 sqm 56 Granite of any colour and shade 57 Area of slab over 0.50 sqm 58 Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. 59 Marble work 60 Granite work 61 Extra for fixing marble /granite stone, over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete. 62 Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter and similar location in marble/ Granite/ stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete. 63 Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in-charge and finished smooth. 64 Granite Stone of approved shade 65 WOOD WORK & PVC WORK 66 Float Glass Panes 67 4mm thick glass pane (weight not less than 10 kg/sqm 68 Extra for providing frosted glass panes 4 mm thick instead of ordinary float glass panes 4 mm thick in doors, windows and clerestory window shutters. (Area of opening for glass panes excluding portion inside rebate shall be measured). 69 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 70 25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. Piano hinges IS : 3818 marked with necessary screws 71 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 72 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 73 Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). 74 Extra for cutting rebate in flush door shutters (Total area of the shutter to be measured). 75 Providing and fixing wire gauge shutters using galvanized M.S. wire gauge of average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws : 76 35 mm thick shutters 77 Kiln seasoned and chemically treated hollock wood 78 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. 79 Fixed to steel windows by welding 80 Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete. 81 With 12 mm mild steel U beading 82 Providing and fixing ISI marked oxidised M.S. single acting spring hinges with necessary screws etc. complete : 83 150 mm 84 Providing and fixing oxidised M.S. hasp and staple (safety type) conforming to IS : 363 with necessary screws etc. complete : 85 90 mm 86 Providing and fixing oxidised M.S. casement stays (straight peg type) with necessary screws etc. complete. 87 250 mm weighing not less than 150 gms 88 Providing and fixing special quality bright finished brass cupboard or ward robe locks with four levers of approved quality including necessary screws etc. complete. 89 75 mm 90 Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : 91 250x16 mm 92 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 93 200x10 mm 94 Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. 95 Twin rubber stopper 96 Providing and fixing wooden moulded corner beading of triangular shape to the junction of panelling etc. with iron screws, plugs and priming coat on unexposed surface etc. complete 2nd class teak wood. 97 50x50 mm (base and height) 98 Providing & Fixing decorative high pressure laminated sheet of plain / wood grain in gloss / matt/ suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 Type S, including cost of adhesive of approved quality. 99 1.5 mm thick 100 Providing and fixing factory made uPVC white colour sliding glazed window upto 1.50 m in height dimension comprising of uPVC multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardwares and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes, wire mesh and silicon sealent shall be paid separately). Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. 101 Three track three panels sliding window with fly proof S.S wire mesh (Two nos. glazed & one no. wire mesh panels) made of (big series) frame 116 x 45 mm & sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 1.75 sqm). 102 STEEL WORK 103 Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). 104 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 105 Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 106 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 107 Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 108 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 109 Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. 110 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. 111 M.S. tube 112 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 113 4.0 mm thick glass panes 114 FLOORING 115 Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-incharge. (The panel shuttering work shall be paid for separately). 116 (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately). 117 Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement. 118 18 mm thick 119 Providing and fixing glass strips in joints of terrazo/ cement concrete floors. 120 40 mm wide and 4 mm thick 121 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 122 25 mm thick. 123 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 124 Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab. 125 Extra for Kota stone/ sand stone in treads of steps and risers using single length up to 1.05 metre. 126 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 127 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including pointing the joints with white cement and matching pigment etc., complete. 128 Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete. 129 Size of Tile 600x600 mm 130 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joint with white cement & matching pigments etc. complete. 131 Size of Tile 600x600 mm 132 Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved s;ze, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. 133 ROOFING 134 Providing and laying brick tiles over mumty roofs, grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement, over 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat: 12.19.1 With common burnt clay F.P.S. (non modular) brick tilesof class designation 10 135 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. 136 FINISHING 137 12 mm cement plaster of mix 138 1:6 (1 cement: 6 coarse sand) 139 15 mm cement plaster on rough side of single or half brick wall of mix: 140 1:6 (1 cement: 6 coarse sand) 141 Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 142 20 mm Cement Plaster 143 6mm cement plaster of mix 144 1:3 (1 cement : 3 fine sand) 145 White washing with lime to give an even shade : 146 New work (three or more coats) 147 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : 148 New work (two or more coats) over and including water thinnable priming coat with cement primer 149 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: 150 New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) 151 Applying priming coat: 152 With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) 153 With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works 154 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : 155 Two or more coats on new work 156 Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade : 157 Two or more coats on new work 158 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 159 WATER PROOFING 160 Providing and laying water proofing treatment to vertical andhorizontal surfaces of depressed portions of W.C., kitchen and the like consisting of: 161 Ist course of applying cement slurry @ 4.4 kg/sqm mixedwith water proofing compound conforming to IS 2645 inrecommended proportions including rounding off junction ofvertical and horizontal surface. 162 IInd course of 20 mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface. 163 IIIrd course of applying blown or residual bitumen applied hotat 1.7 kg. per sqm of area. 164 IVth course of 400 micron thick PVC sheet. (Overlaps at jointsof PVC sheet should be 100 mm wide and pasted to eachother with bitumen @ 1.7 kg/sqm). 165 Providing and laying in situ seven course water proofing treatment with APP (Atactic poly-propylene) modified Polymeric memberane over roof consisting of first coat of bitumen primer @ 0.40 litre per sqm, 2nd, 4th & 6th courses of bonding material @ 1.20 Kg/sqm, which shall consist of blown type bitumen of grade 85/25 conforming to IS : 702, 3rd and 5th layers of roofing membrane APP modified Polymeric membrane 1.5 mm thick of 2.25 Kg/sqm weight consisting of five layers prefabricated with centre core as 20 micron HMHDPE film sandwiched on both sides with polymeric mix and the polymeric mix is protected on both side with 20 micron HMHDPE film. 7th, the top most layer shall be finished with brick tiles of class designation 10 grouted with cement mortar 1:3 (1cement : 3 fine sand) mixed with 2% integral water proofing compound by weight of cement over a 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat (item of laying brick tiles shall be paid for separately). 166 Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of: 167 Ist course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound conforming to IS 2645 in recommended proportions including rounding off junction of vertical and horizontal surface. 168 IInd course of 20 mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface. 169 IIIrd course of applying blown or residual bitumen applied hot at 1.7 kg. per sqm of area. 170 IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 kg/ sqm). 171 NON SHEDULE ITEMS 172 Providing and laying cinder filling in sunken floors and other locationswith approved quality cinder including watering and light ramming etc.required for proper compaction/completion of the work complete in all respects as per drawings and as directed by the Engineer in Charge. 173 Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 174 150 mm 175 Providing and fixing aluminium door buffer of approved make, design and colour with necessary screws etc all complete as directed and specified by the Engineer-in-Charge : 176 Providing and laying 1st quality ceramic glazed Anti skid floortiles of size 300x300 mm (thickness to be specified by the manufacturer) conforming to IS:15622 in all colours, shades, sizes as approved over 20 mm thick bed of Cement Mortar 1: 4 (1 cement : 4 Coarse Sand) including pointing the joints with white cement and matching pigment etc complete in all respects as per specifications/drawings and to the entire satisfaction to the Architect. 177 (SANITARY WORKS) GIRLS DORMITORY WITH 3 NO WARDEN RESIDENCE 178 EARTH WORK 179 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 180 All kinds of soil. 181 Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : 182 All kinds of soil 183 Pipes, cables etc, not exceeding 80 mm dia. 184 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia 185 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 186 ROOFING 187 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 188 110 mm diameter 189 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 190 Coupler 191 110 mm 192 Bend 87.5° 193 110 mm bend 194 Shoe (Plain) 195 110 mm Shoe 196 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 197 110 mm 198 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. 199 SANITARY INSTALLATIONS 200 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: 201 White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests 202 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : 203 W.C. pan with ISI marked black solid plastic seat and lid 204 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively. 205 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: 206 White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap 207 Providing and fixing Stainless Steel A ISi 304 (18/8) kitchen sink as per IS: 13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : 208 Kitchen sink with drain board 209 510x1040 mm bowl depth 250 mm 210 Extra for using coloured pedestal type W.C pan (European type) with low level cistern of same colour instead of white vitreous china W.C pan and cistern. 211 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 212 Providing and fixing toilet paper holder : 213 Vitreous china 214 Providing and fixing soil, waste and vent pipes : 215 100 mm dia. 216 Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 217 75mm diameter 218 Centrifugally cast (spun) iron socketed pipe as per IS: 3989 219 Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc. : 220 For 100 mm dia. pipe 221 For 75 mm dia. pipe 222 Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. 223 100 mm 224 Sand cast iron S&S as per IS - 3989 225 75 mm 226 Sand cast iron S&S as per IS- 3989 227 Providing and fixing plain bend of required degree. 228 100 mm 229 Sand cast iron S&S as per IS : 3989 230 75 mm 231 Sand cast iron S&S as per IS - 3989 232 Providing and fixing heel rest sanitary bend 233 100 mmdia 234 Sand cast iron S&S as per IS - 3989 235 75 mm dia 236 Sand cast iron S&S as per IS - 3989 237 Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3mm thick,bolts and nuts complete. 238 100x100x100mm 239 Sand cast iron S&S as per IS - 3989 240 75x75x75mm 241 Sand cast iron S&S as per IS - 3989 242 Providing and fixing single equal plain junction of required degree 243 100x100x100mm 244 Sand cast iron S&S as per IS - 3989 245 75x75x75mm 246 Sand cast iron S&S as per IS - 3989 247 Providing and fixing door piece, insertion rubber washer 3mm thick, bolts & nuts complete : 248 100 mm 249 Sand cast iron S&S as per IS - 3989 250 75 mm 251 Sand cast iron S&S as per IS - 3989 252 Providing and fixing terminal guard : 253 100 mm 254 Sand cast iron S&S as per IS - 3989 255 75 mm 256 Sand cast iron S&S as per IS - 3989 257 Providing and fixing collar : 258 100 mm 259 Sand cast iron S&S as per IS - 3989 260 75 mm 261 Sand cast iron S&S as per IS - 3989 262 Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and fittings of diameter : 263 100 mm 264 75 mm 265 Providing and fixing M.S. stays and clamps for sand cast iron/ centrifugally cast (spun) iron pipes of diameter : 266 100 mm 267 75 mm 268 Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : 269 100 mm inlet and 100 mm outlet 270 Sand Cast Iron S&S as per IS: 1729 271 Cutting chases in brick masonry walls for following diameter sand cast iron/ centrifugally cast (spun) iron pipes and making good the same with cement concrete 1:3:6 ( 1 cement : 3 coarse sand :6 graded stone aggregate 12.5 mm nominal size), including necessary plaster and pointing in cement mortar 1:4 (1 cement : 4 coarse sand) : 272 100 mm dia 273 Painting sand cast iron/ centrifugally cast (spun) iron soil, waste vent pipes and fittings with two coats of synthetic enamel paint of any colour such as chocolate grey, or buff etc. over a coat of primer (of approved quality) for new work : 274 100 mm diameter pipe 275 75 mm diameter pipe 276 Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour. 277 Waste coupling 38 mm dia of 83 mm length and 77mm breadth, weighing not less than 60 gms 278 Providing and fixing PTMT Bottle Trap for Wash basin and sink. 279 Bottle trap 31mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms 280 Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. 281 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 282 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. 283 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS: 13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : 284 Kitchen sink with drain board 285 510x1040 mm bowl depth 250 mm 286 Providing and fixing 8mm dia C.P / S.S Jet with flexible tube upto1 metre long with S.S triangular plate to Eureopean type W.C of quality and make as approved by engineer-in-charge. 287 Providing and fixing G.I. pipes complete with G.I. fittings including trenching & refilling. 288 External work 289 32mmdia nominal bore 290 40mmdia nominal bore 291 50mmdia nominal bore 292 WATER SUPPLY 293 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. 294 Internal work - Exposed on wall 295 20 mm nominal outer dia Pipes 296 25 mm nominal outer dia Pipes 297 32 mm nominal outer dia Pipes 298 40 mm nominal outer dia Pipes 299 50 mm nominal outer dia Pipes 300 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. 301 Concealed work, including cutting chases and making good the walls etc. 302 15 mm nominal outer dia Pipes 303 20 mm nominal outer dia Pipes 304 25 mm nominal outer dia Pipes 305 32 mm nominal outer dia Pipes 306 Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 307 25 to 40 mm nominal bore 308 Providing and fixing brass stop cock of approved quality : 309 15 mm nominal bore 310 20 mm nominal bore 311 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 312 25mm nominal bore 313 32mm nominal bore 314 40mm nominal bore 315 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 316 25 mm nominal bore 317 Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main : 318 25 mm nominal bore 319 Providing and fixing uplasticised PVC connection pipe with brass unions : 320 45 cm length 321 15 mm nominal bore 322 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 323 100 mm diameter 324 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 325 Rectangular tank 326 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 327 15 mm nominal bore 328 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 329 15 mm nominal bore 330 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 331 15 mm nominal bore. 332 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 333 15 mm nominal bore 334 Providing and fixing PTMT grating of approved quality and colour. 335 Circular type. 336 100 mm nominal dia. 337 Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof. 338 SEWARAGE & DRAINAGE 339 Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 340 100 mm diameter 341 150 mm diameter 342 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : 343 100 mm diameter S.W. pipe 344 150 mm diameter S.W. pipe 345 250 mm diameter S.W. pipe 346 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70kg as per standard design: 347 180 x 150 mm size P type 348 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 349 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : 350 Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : 351 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 352 Extra for depth for manholes : 353 Size 90x80 cm 354 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 355 Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufactures permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. 356 Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : 357 For pipes 100 to 250 mm diameter 358 Providing, laying and jointing non pressure NP2 class (light duty)RCC pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 359 150 mm dia RCC pipe 360 250 mm dia RCC pipe 361 NON SHEDULE ITEMS 362 Providing and fixing C.P. brass floor clean out plug of approved make complete in all respect. 100 mm dia. 363 Providing and fixing floor drain points of 75 x 50mmreducer bend with 100 mm dia CP grating with frame, embedded in floor including making joints with waste pipe etc. complete in all respects as per drawing and as directed by theEngineer in Charge. 364 Providing and fixing concealed single leverbath & overhead shower mixer of hindware make and model No.(F360019CP) respectively or equivalent approved make as approved byEngineer in charge. 365 Supplying, fixing, testing and commissioning of storage type water heater (Geyser) etc. with Stainless steel body , copper container , automatic thermostatic control electric element, pressure release valve, M.S. nuts and bolts etc. conforming to IS: 2082 366 25 Litre Capacity 367 Providing & fixing Sink Mixer with Swinging Casted Spout (Wall Mounted Jaquar model CON-309 KN)/approved equal with 450mm long copper pipes & brass nuts. 368 Providing and fixing C.P. brass grab bar(600mm long) fixed with C.P. brass screwsincluding all fittings complete.Jaquar model no. AHS-1507/approve equal. 369 Providing and fixing C.P. brass push type pillar cock for wash basinof approved quality.Jaquar model no. PRS-031/approved equal make. 370 Providing and fixing C.P. brass push type auto closing urinal valve with built in control cock & wall flangeof approved quality.Jaquar model no. PRS-031/approved equal make. 371 Providing, fixing, jointing and testing in position of ISI marked UV stabilized UPVC pipesfor rain water Type-B as per IS : 13592 suitable for rubber ring joints, including all neccessary specials and fittings (confirming to IS:14735) i.e. bends, tees, junctions (with or without doors),reducers, couplers, cowls, clamps, rubber rings, clean outs etc. fixing at wall/ ceiling/ floor level supported by clamp & hangers etc. in concealed / inside duct / under floor & basement ceiling / external work etc. including chase cutting as required, excavation and back filling in all kind of soils, suspended from floor under false ceiling or embedding the pipes laid under floors / building in 75 mm. alround 1:2:4 cement concrete (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including cost of shuttering for proper completion of the work, breaking and making good the walls and floors etc. after pipes have been duly laid and tested. The rubber ring shall confirm to IS:5382. 372 The Pipes will be supported with threaded G I rods & clamps on 50x50x5 mm slotted angle. The cost will include all support arrangements. The work includes commissioning of all pipes lines as per drawings and specifications and as directed by engg-in-charge at site. 373 160 mm outer dia 374 GIRLS DORMITORY WITH 3 NO WARDEN RESIDENCE (ELECTRICAL WORKS) 375 SUBHEAD - I - WIRING 376 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 377 Group C 378 Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. 379 Wiring for light/ power plug with 4X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit alongwith 2 Nos. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. 380 Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required. 381 4 Module (125 mmX75 mm) 382 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 383 15/16 A switch 384 3 pin 5/6 A socket outlet 385 Telephone socket outlet 386 TV antenna socket outlet 387 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required. 388 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire 389 2 X 6 sq. mm + 1 X 6 sq. mm earth wire 390 2 X 10 sq. mm + 1 X 6 sq. mm earth wire 391 4 X 4 sq. mm + 2 X 4 sq. mm earth wire 392 Supplying and drawing co-axial TV cable RG-6 grade, 0.7 mm solid copper conductor PE insulated, shielded with fine tinned copper braid and protected with PVC sheath in the existing surface/ recessed steel/ PVC conduit as required. 393 Supplying and fixing of following sizes of steel conduit along with accessories in surface/recess including painting in case of surface conduit, or cutting the wall and making good the same in case of recessed conduit as required. 394 25 mm 395 Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required. 396 1 or 2 Module (75 mmX75 mm) 397 Supplying and drawing following pair 0.5 mm dia FRLS PVC insulated annealed copper conductor, unarmored telephone cable in the existing surface/ recessed steel/ PVC conduit as required. 398 2 Pair 399 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 400 20 mm 401 25 mm 402 Providing and fixing in position 2mm thick M.S. Telephone junction box of size suitable for fixing of following Krone Tag Block with key lock arrangement. Also provide clamps for fixing tag blocks. 403 10 pair Telephone Tag Blockwith box 404 Supplying, laying of 10 pair unarmoured PVC insulated copper conductor (ATC) telephone cable in ground/existing pipes/on wall and making connection with telephone main junction box (MDF) including supports and all accessories as required 405 10 Pair Cable unarmoured 406 SUBHEAD - II - SUPPLY & INSTALLATION OF FITTINGS 407 Supplying of following box type Fl. fitting made out of CRCA sheet finished in antirust treated non-yellowing super white stove enamelled paint duly wired with copper wound heavy duty choke starter holder, starter but without lamp complete etc. as reqd. 408 Mounting rail for TLED lamps 1600 Lumens (TMC 501 P 1xT-LED with Essential LED 18W Tube) 409 Sereno 42 watt 2950 lumens philips SP824 P LED 30S-5000 GR OA 410 Supplying of wall mounted suitable for 1300 Lumens complete with ballast & accessories such as wire guard etc. complete as required. 411 15W Astra Surface & wall mounted 1300 Lumens ( Philips BN150W LED13S-6500 PSE OD GR ) 412 Supplying of wall bracket light fittings suitable for 11 / 13 W CFL lamp. The fitting shall be made up of M.S. powder coated provided with integral ballast, frosted glass and 1 no. 11 / 13 Wlamp duly wired upto the connector block complete as required. (Decon Cat. No.05AAM) 413 Supplying of ceiling light fittings suitable for 1 x 15/20 W LED lamp. The fitting shall be made up of M.S. powder coated provided with electronic ballast, 1 no. 15/20 W LED lamp duly wired upto the connector block etc. complete as required. 414 Cirrus Mini Pro 15 / 20 watt & 1100 /1600 Lumens (Philips SM200C LED11S 6500 PSU OD WH) 415 Supplying of bulk head fittings suitable for 10 W LED lamp complete with ballast & accessories such as glass, wire guard, 60 W CFL lamp etc. complete as required. 416 Endural LED-Bulkhead, 10 W, 600 lumen Such as (Philips WT202W LED6S CW PSU S2 PC) 417 Supplying of exhaustfan, all complete with mounting ring frame i/c bracket,but without regulator with shutters in the following sizes. (G.E. ALSTHOM, KHAITAN & HAVELLS COMPANY) 418 300 mm 4 Pole 419 Supplying of 1400 mm sweep A.C. electric Ceiling fans, capacitor type with double ball bearing complete with 300 mm down rod, canopies, shackles, blades, but without regulator suitable for operation on 230 / 240 Volts, 50 Hz, single phase, A.C. supply. (CROMPTON, KHAITAN & HAVELLS COMPANY) 420 Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. 421 Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover on the fan box etc. as required. 422 Installation, testing and commissioning of pre-wired, Light Fixture / compact fluorescent fitting of all types, complete with all accessories and tube/lamp etc. directly on ceiling/ wall, including connections with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable and earthing etc. as required. 423 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. 424 Upto 450 mm sweep 425 Extra for fixing the louvers/ shutters complete with frame for a exhaust fan of all sizes. 426 Installation, testing and commissioning of wall bracket /ceiling fittings of all sizes and shapes containing upto two GLS/CFL/ LED lamps per fitting, complete with all accessories including connections etc. as required. 427 Supplying and fixing call bell/ buzzer suitable for single phase, 230 V, complete as required. 428 SUBHEAD - III - DISTRIBUTION BOARD 429 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/ Isolator) 430 6 way (4 + 18), Double door 431 Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. 432 100 A 433 Supplying and fixing following rating, four pole, (three phase and neutral), 415 V, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. 434 63 A 435 Supplying and fixing following rating, double pole, 240 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. 436 40 amps 437 Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 438 12 way , Double door 439 16 way , Double door 440 Supplying and fixing following rating, double pole, (single phase and neutral), 240 V, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. 441 25 A 442 40 A 443 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, “C” curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 444 Single pole 445 SUBHEAD - IV - EARTHING 446 Earthing with G.I. earth pipe 4.5 meter long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. 447 Providing and laying earth connection from earth electrode with 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earth electrode including connection with G.I. thimble excavation and re-filling as required. 448 Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing as required. 449 SUBHEAD - V - STREET LIGHTING ON BUILDING 450 Supplying, installing, testing and commissioning of 2 x 36W general purpose flourescent street light fittings with sheet aluminium housing and UV stabilized acrylic cover complete with chokes, starter holders, condensers, reflector cover etc. as reqd. (Philips Cat No. TRC 33 / 236 HPF) (To be fixed directly on wall of building) 451 Supplying and fixing of 32 mm dia X 2.00 meter long G.I. pipe (medium class) bracket for mounting of fluorescent / HPMV / HPSV street light fitting on pole including bending the pipe to the required shape, 2 Nos. 40 mm X 3 mm flat iron clamps with nuts, bolts and washer, painting the flat iron with primer and finish paint etc. as required. 452 Supply of following sizes of FRLS 1.1 KV stranded compact circular aluminium conductor screened with extruded semi conducting compound, XLPE insulated,Al round wire armoured & overall PVC sheathed cableconforming to IS to IS 7098 (Part-I) with latest amendments 453 2 x 4 sq.mm 454 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 kV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc. as required. 455 Upto 35 sq. mm 456 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 kV grade of following size in the existing RCC/ HUME/ METAL pipe as required. 457 Upto 35 sq. mm 458 Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 kV grade of following size on wall surface as required. 459 Upto 35 sq. mm (clamped with 1mm thick saddle) 460 Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 kV grade as required. 461 2 X 6 sq. mm (19mm) 462 Supply & fixing of 150x200 mm 60mm deep MS junction box recess or surface on wall with 3mm bakalite cover15 overlapping 15 all sides of junction Box & housing 4way 32amps bakelie connector to terminate incoming & outgoing armoured cable & & wiring the light fixture with 3x1.5 sq mm PVC insulated coppwer wire including interconnection ets as reqired .( Cost of termination of armoured cable with gland is not to be included as the same is payable under separate item no 5.07 of this SUBHEAD) 463 Providing, laying and fixing following dia RCC pipe NP2 class (light duty) in ground complete with RCC collars, jointing withcement mortar1:2 (1 cement : 2 fine sand) including trenching (75 cm deep) and refilling etc. as required. 464 100 mm dia 465 SUBHEAD - VI - LIGHTNING CONDUCTOR 466 Providing and fixing of lightning conductor finial, made of 25mm dia 300 mm long, G.I. tube, having single prong at top, with85 mm dia 6 mm thick G.I. base plate including holes etc.complete as required. 467 Jointing copper / G.I. tape (with another copper/ G I tape, base of the finial or any other metallic object) by riveting / nut bolting/ sweating and soldering etc as required. 468 Fixing of copper/ G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required.(For horizontal run) 469 Fixing of copper/ G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required.(For vertical run) 470 Providing and fixing testing joint, made of 20 mm X 3 mm thickG.I. strip, 125 mm long, with 4 nos. of G.I. bolts, nuts, chucknuts and spring washers etc. complete as required. 471 Laying copper/ G.I. tape 32 mm X 6 mm from earth electrodedirectly in ground as required 472 (CIVIL WORK )BOYS DORMITORY WITH 3 NO WARDEN RESIDENCE 473 EARTH WORK 474 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 475 All kinds of soil 476 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 477 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 478 Supplying chemical emulsion in sealed containers including delivery as specified. 479 Chlorpyriphos/ Lindane emulsifiable concentrate of 20% 480 Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : 481 Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: 482 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration 483 Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. 484 CONCRETE WORK 485 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 486 1:5:10 (1 Cement : 5 coarse sand (zone-III) : 10 graded stone aggregate 40 mm nominal size) 487 Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing : 488 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). 489 Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size) 490 Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. 491 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. 492 REINFORCEDCEMENTCONCRETE 493 Centering and shuttering including strutting, propping etc. and removal of form for all heights: 494 Foundations, footings, bases of columns, etc. for mass concrete 495 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc 496 Columns, Pillars, Piers, Abutments, Posts and Struts 497 Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like 498 Edges of slabs and breaks in floors and walls 499 Under 20 cms wide 500 Suspended floors, roofs, landings, balconies and access platform. 501 Lintels, beams, plinth beams, girders, bressumers and cantilevers. 502 Providing precast cement concrete Jali 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 6mm nominal size), reinforced with 1.6 mm dia mild steel wire, including centering and shuttering, roughening cleaning, fixing and finishing with cement mortar 1:3 (1 cement: 3 fine sand) etc. complete, excluding plastering of the jambs, sills and soffits. 503 50 mm thick 504 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 505 Thermo-Mechanically Treated bars of grade Fe-500D or more. 506 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. 507 Thermo-Mechanically Treated bars of grade Fe-500 D or more. 508 Providing and fixing sheet covering over expansion joints with iron screws as per design. 509 Aluminium fluted strips 3.15 mm thick. 510 200 mm wide 511 Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. 512 Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately). 513 All works upto plinth level 514 All works above plinth level upto floor V level 515 Add for using extra cement in the items of design mix over and above the specified cement content therein. 516 BRICK WORK 517 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 518 Cement mortar 1:6 (1 cement : 6 coarse sand) 519 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for seperately).: 520 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. 521 Cement mortar 1:4 (1 cement :4 coarse sand) 522 Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry. 523 Brick edging 7cm wide 11.4 cm deep to plinth protection with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 including grouting with cement mortar 1:4 (1 cement : 4 fine sand). 524 MARBLE WORK 525 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. 526 Raj Nagar Plain white marble/ Udaipur green marble/ Zebra black marble 527 Area of slab over 0.50 sqm 528 Granite of any colour and shade 529 Area of slab over 0.50 sqm 530 Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. 531 Marble work 532 Granite work 533 Extra for fixing marble /granite stone, over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete. 534 Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter and similar location in marble/ Granite/ stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete. 535 Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in-charge and finished smooth. 536 Granite Stone of approved shade 537 WOOD WORK & PVC WORK 538 Float Glass Panes 539 4mm thick glass pane (weight not less than 10 kg/sqm 540 Extra for providing frosted glass panes 4 mm thick instead of ordinary float glass panes 4 mm thick in doors, windows and clerestory window shutters. (Area of opening for glass panes excluding portion inside rebate shall be measured). 541 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 542 25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. Piano hinges IS : 3818 marked with necessary screws 543 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 544 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 545 Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). 546 Extra for cutting rebate in flush door shutters (Total area of the shutter to be measured). 547 Providing and fixing wire gauge shutters using galvanized M.S. wire gauge of average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws : 548 35 mm thick shutters 549 Kiln seasoned and chemically treated hollock wood 550 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. 551 Fixed to steel windows by welding 552 Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete. 553 With 12 mm mild steel U beading 554 Providing and fixing ISI marked oxidised M.S. single acting spring hinges with necessary screws etc. complete : 555 150 mm 556 Providing and fixing oxidised M.S. hasp and staple (safety type) conforming to IS : 363 with necessary screws etc. complete : 557 90 mm 558 Providing and fixing oxidised M.S. casement stays (straight peg type) with necessary screws etc. complete. 559 250 mm weighing not less than 150 gms 560 Providing and fixing special quality bright finished brass cupboard or ward robe locks with four levers of approved quality including necessary screws etc. complete. 561 75 mm 562 Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : 563 250x16 mm 564 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 565 200x10 mm 566 Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. 567 Twin rubber stopper 568 Providing and fixing wooden moulded corner beading of triangular shape to the junction of panelling etc. with iron screws, plugs and priming coat on unexposed surface etc. complete 2nd class teak wood. 569 50x50 mm (base and height) 570 Providing & Fixing decorative high pressure laminated sheet of plain / wood grain in gloss / matt/ suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 Type S, including cost of adhesive of approved quality. 571 1.5 mm thick 572 Providing and fixing factory made uPVC white colour sliding glazed window upto 1.50 m in height dimension comprising of uPVC multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardwares and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes, wire mesh and silicon sealent shall be paid separately). Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. 573 Three track three panels sliding window with fly proof S.S wire mesh (Two nos. glazed & one no. wire mesh panels) made of (big series) frame 116 x 45 mm & sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 1.75 sqm). 574 STEEL WORK 575 Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). 576 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 577 Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 578 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 579 Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 580 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 581 Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. 582 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. 583 M.S. tube 584 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 585 4.0 mm thick glass panes 586 FLOORING 587 Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-incharge. (The panel shuttering work shall be paid for separately). 588 (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately). 589 Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement. 590 18 mm thick 591 Providing and fixing glass strips in joints of terrazo/ cement concrete floors. 592 40 mm wide and 4 mm thick 593 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 594 25 mm thick. 595 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 596 Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab. 597 Extra for Kota stone/ sand stone in treads of steps and risers using single length up to 1.05 metre. 598 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 599 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including pointing the joints with white cement and matching pigment etc., complete. 600 Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete. 601 Size of Tile 600x600 mm 602 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joint with white cement & matching pigments etc. complete. 603 Size of Tile 600x600 mm 604 Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved s;ze, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. 605 ROOFING 606 Providing and laying brick tiles over mumty roofs, grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement, over 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat: 12.19.1 With common burnt clay F.P.S. (non modular) brick tilesof class designation 10 607 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. 608 FINISHING 609 12 mm cement plaster of mix 610 1:6 (1 cement: 6 coarse sand) 611 15 mm cement plaster on rough side of single or half brick wall of mix: 612 1:6 (1 cement: 6 coarse sand) 613 Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 614 20 mm Cement Plaster 615 6mm cement plaster of mix 616 1:3 (1 cement : 3 fine sand) 617 White washing with lime to give an even shade : 618 New work (three or more coats) 619 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : 620 New work (two or more coats) over and including water thinnable priming coat with cement primer 621 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: 622 New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) 623 Applying priming coat: 624 With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) 625 With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works 626 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : 627 Two or more coats on new work 628 Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade : 629 Two or more coats on new work 630 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 631 WATER PROOFING 632 Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of: 633 Ist course of applying cement slurry @ 4.4 kg/sqm mixedwith water proofing compound conforming to IS 2645 inrecommended proportions including rounding off junction of vertical and horizontal surface. 634 IInd course of 20 mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface. 635 IIIrd course of applying blown or residual bitumen applied hot at 1.7 kg. per sqm of area. 636 IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 kg/sqm). 637 Providing and laying in situ seven course water proofing treatment with APP (Atactic poly-propylene) modified Polymeric memberane over roof consisting of first coat of bitumen primer @ 0.40 litre per sqm, 2nd, 4th & 6th courses of bonding material @ 1.20 Kg/sqm, which shall consist of blown type bitumen of grade 85/25 conforming to IS : 702, 3rd and 5th layers of roofing membrane APP modified Polymeric membrane 1.5 mm thick of 2.25 Kg/sqm weight consisting of five layers prefabricated with centre core as 20 micron HMHDPE film sandwiched on both sides with polymeric mix and the polymeric mix is protected on both side with 20 micron HMHDPE film. 7th, the top most layer shall be finished with brick tiles of class designation 10 grouted with cement mortar 1:3 (1cement : 3 fine sand) mixed with 2% integral water proofing compound by weight of cement over a 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat (item of laying brick tiles shall be paid for separately). 638 Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of: 639 Ist course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound conforming to IS 2645 in recommended proportions including rounding off junction of vertical and horizontal surface. 640 IInd course of 20 mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface. 641 IIIrd course of applying blown or residual bitumen applied hot at 1.7 kg. per sqm of area. 642 IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 kg/ sqm). 643 NON SHEDULE ITEMS 644 Providing and laying cinder filling in sunken floors and other locationswith approved quality cinder including watering and light ramming etc.required for proper compaction/completion of the work complete in all respects as per drawings and as directed by the Engineer in Charge. 645 Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 646 150 mm 647 Providing and fixing aluminium door buffer of approved make, design and colour with necessary screws etc all complete as directed and specified by the Engineer-in-Charge : 648 Providing and laying 1st quality ceramic glazed Anti skid floortiles of size 300x300 mm (thickness to be specified by the manufacturer) conforming to IS:15622 in all colours, shades, sizes as approved over 20 mm thick bed of Cement Mortar 1: 4 (1 cement : 4 Coarse Sand) including pointing the joints with white cement and matching pigment etc complete in all respects as per specifications/drawings and to the entire satisfaction to the Architect. 649 (SANITARY WORKS) BOYS DORMITORY WITH 3 NO WARDEN RESIDENCE 650 EARTH WORK 651 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 652 All kinds of soil. 653 Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : 654 All kinds of soil 655 Pipes, cables etc, not exceeding 80 mm dia. 656 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia 657 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 658 ROOFING 659 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 660 110 mm diameter 661 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 662 Coupler 663 110 mm 664 Bend 87.5° 665 110 mm bend 666 Shoe (Plain) 667 110 mm Shoe 668 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 669 110 mm 670 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. 671 SANITARY INSTALLATIONS 672 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: 673 White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests 674 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : 675 W.C. pan with ISI marked black solid plastic seat and lid 676 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively. 677 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: 678 White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap 679 Providing and fixing Stainless Steel A ISi 304 (18/8) kitchen sink as per IS: 13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : 680 Kitchen sink with drain board 681 510x1040 mm bowl depth 250 mm 682 Extra for using coloured pedestal type W.C pan (European type) with low level cistern of same colour instead of white vitreous china W.C pan and cistern. 683 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 684 Providing and fixing toilet paper holder : 685 Vitreous china 686 Providing and fixing soil, waste and vent pipes : 687 100 mm dia. 688 Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 689 75mm diameter 690 Centrifugally cast (spun) iron socketed pipe as per IS: 3989 691 Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc. : 692 For 100 mm dia. pipe 693 For 75 mm dia. pipe 694 Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. 695 100 mm 696 Sand cast iron S&S as per IS - 3989 697 75 mm 698 Sand cast iron S&S as per IS- 3989 699 Providing and fixing plain bend of required degree. 700 100 mm 701 Sand cast iron S&S as per IS : 3989 702 75 mm 703 Sand cast iron S&S as per IS - 3989 704 Providing and fixing heel rest sanitary bend 705 100 mmdia 706 Sand cast iron S&S as per IS - 3989 707 75 mm dia 708 Sand cast iron S&S as per IS - 3989 709 Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3mm thick,bolts and nuts complete. 710 100x100x100mm 711 Sand cast iron S&S as per IS - 3989 712 75x75x75mm 713 Sand cast iron S&S as per IS - 3989 714 Providing and fixing single equal plain junction of required degree 715 100x100x100mm 716 Sand cast iron S&S as per IS - 3989 717 75x75x75mm 718 Sand cast iron S&S as per IS - 3989 719 Providing and fixing door piece, insertion rubber washer 3mm thick, bolts & nuts complete : 720 100 mm 721 Sand cast iron S&S as per IS - 3989 722 75 mm 723 Sand cast iron S&S as per IS - 3989 724 Providing and fixing terminal guard : 725 100 mm 726 Sand cast iron S&S as per IS - 3989 727 75 mm 728 Sand cast iron S&S as per IS - 3989 729 Providing and fixing collar : 730 100 mm 731 Sand cast iron S&S as per IS - 3989 732 75 mm 733 Sand cast iron S&S as per IS - 3989 734 Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and fittings of diameter : 735 100 mm 736 75 mm 737 Providing and fixing M.S. stays and clamps for sand cast iron/ centrifugally cast (spun) iron pipes of diameter : 738 100 mm 739 75 mm 740 Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : 741 100 mm inlet and 100 mm outlet 742 Sand Cast Iron S&S as per IS: 1729 743 Cutting chases in brick masonry walls for following diameter sand cast iron/ centrifugally cast (spun) iron pipes and making good the same with cement concrete 1:3:6 ( 1 cement : 3 coarse sand :6 graded stone aggregate 12.5 mm nominal size), including necessary plaster and pointing in cement mortar 1:4 (1 cement : 4 coarse sand) : 744 100 mm dia 745 Painting sand cast iron/ centrifugally cast (spun) iron soil, waste vent pipes and fittings with two coats of synthetic enamel paint of any colour such as chocolate grey, or buff etc. over a coat of primer (of approved quality) for new work : 746 100 mm diameter pipe 747 75 mm diameter pipe 748 Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour. 749 Waste coupling 38 mm dia of 83 mm length and 77mm breadth, weighing not less than 60 gms 750 Providing and fixing PTMT Bottle Trap for Wash basin and sink. 751 Bottle trap 31mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms 752 Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. 753 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 754 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. 755 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS: 13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : 756 Kitchen sink with drain board 757 510x1040 mm bowl depth 250 mm 758 Providing and fixing 8mm dia C.P / S.S Jet with flexible tube upto1 metre long with S.S triangular plate to Eureopean type W.C of quality and make as approved by engineer-in-charge. 759 Providing and fixing G.I. pipes complete with G.I. fittings including trenching & refilling. 760 External work 761 32mmdia nominal bore 762 40mmdia nominal bore 763 50mmdia nominal bore 764 WATER SUPPLY 765 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. 766 Internal work - Exposed on wall 767 20 mm nominal outer dia Pipes 768 25 mm nominal outer dia Pipes 769 32 mm nominal outer dia Pipes 770 40 mm nominal outer dia Pipes 771 50 mm nominal outer dia Pipes 772 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. 773 Concealed work, including cutting chases and making good the walls etc. 774 15 mm nominal outer dia Pipes 775 20 mm nominal outer dia Pipes 776 25 mm nominal outer dia Pipes 777 32 mm nominal outer dia Pipes 778 Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 779 25 to 40 mm nominal bore 780 Providing and fixing brass stop cock of approved quality : 781 15 mm nominal bore 782 20 mm nominal bore 783 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 784 25mm nominal bore 785 32mm nominal bore 786 40mm nominal bore 787 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 788 25 mm nominal bore 789 Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main : 790 25 mm nominal bore 791 Providing and fixing uplasticised PVC connection pipe with brass unions : 792 45 cm length 793 15 mm nominal bore 794 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 795 100 mm diameter 796 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 797 Rectangular tank 798 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 799 15 mm nominal bore 800 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 801 15 mm nominal bore 802 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 803 15 mm nominal bore. 804 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 805 15 mm nominal bore 806 Providing and fixing PTMT grating of approved quality and colour. 807 Circular type. 808 100 mm nominal dia. 809 Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof. 810 SEWARAGE & DRAINAGE 811 Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 812 100 mm diameter 813 150 mm diameter 814 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : 815 100 mm diameter S.W. pipe 816 150 mm diameter S.W. pipe 817 250 mm diameter S.W. pipe 818 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70kg as per standard design: 819 180 x 150 mm size P type 820 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 821 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : 822 Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : 823 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 824 Extra for depth for manholes : 825 Size 90x80 cm 826 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 827 Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufactures permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. 828 Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : 829 For pipes 100 to 250 mm diameter 830 Providing, laying and jointing non pressure NP2 class (light duty)RCC pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 831 150 mm dia RCC pipe 832 250 mm dia RCC pipe 833 NON SHEDULE ITEMS 834 Providing and fixing C.P. brass floor clean out plug of approved make complete in all respect. 100 mm dia. 835 Providing and fixing floor drain points of 75 x 50mmreducer bend with 100 mm dia CP grating with frame, embedded in floor including making joints with waste pipe etc. complete in all respects as per drawing and as directed by theEngineer in Charge. 836 Providing and fixing concealed single leverbath & overhead shower mixer of hindware make and model No.(F360019CP) respectively or equivalent approved make as approved byEngineer in charge. 837 Supplying, fixing, testing and commissioning of storage type water heater (Geyser) etc. with Stainless steel body , copper container , automatic thermostatic control electric element, pressure release valve, M.S. nuts and bolts etc. conforming to IS: 2082 838 25 Litre Capacity 839 Providing & fixing Sink Mixer with Swinging Casted Spout (Wall Mounted Jaquar model CON-309 KN)/approved equal with 450mm long copper pipes & brass nuts. 840 Providing and fixing C.P. brass grab bar(600mm long) fixed with C.P. brass screwsincluding all fittings complete.Jaquar model no. AHS-1507/approve equal. 841 Providing and fixing C.P. brass push type pillar cock for wash basinof approved quality.Jaquar model no. PRS-031/approved equal make. 842 Providing and fixing C.P. brass push type auto closing urinal valve with built in control cock & wall flangeof approved quality.Jaquar model no. PRS-031/approved equal make. 843 Providing, fixing, jointing and testing in position of ISI marked UV stabilized UPVC pipesfor rain water Type-B as per IS : 13592 suitable for rubber ring joints, including all neccessary specials and fittings (confirming to IS:14735) i.e. bends, tees, junctions (with or without doors),reducers, couplers, cowls, clamps, rubber rings, clean outs etc. fixing at wall/ ceiling/ floor level supported by clamp & hangers etc. in concealed / inside duct / under floor & basement ceiling / external work etc. including chase cutting as required, excavation and back filling in all kind of soils, suspended from floor under false ceiling or embedding the pipes laid under floors / building in 75 mm. alround 1:2:4 cement concrete (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including cost of shuttering for proper completion of the work, breaking and making good the walls and floors etc. after pipes have been duly laid and tested. The rubber ring shall confirm to IS:5382. 844 The Pipes will be supported with threaded G I rods & clamps on 50x50x5 mm slotted angle. The cost will include all support arrangements. The work includes commissioning of all pipes lines as per drawings and specifications and as directed by engg-in-charge at site. 845 160 mm outer dia 846 (ELECTRICAL WORKS) BOYS DORMITORY WITH 3 NO WARDEN RESIDENCE 847 SUBHEAD - I - WIRING 848 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 849 Group C 850 Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. 851 Wiring for light/ power plug with 4X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit alongwith 2 Nos. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. 852 Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required. 853 4 Module (125 mmX75 mm) 854 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 855 15/16 A switch 856 3 pin 5/6 A socket outlet 857 Telephone socket outlet 858 TV antenna socket outlet 859 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required. 860 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire 861 2 X 6 sq. mm + 1 X 6 sq. mm earth wire 862 2 X 10 sq. mm + 1 X 6 sq. mm earth wire 863 4 X 4 sq. mm + 2 X 4 sq. mm earth wire 864 Supplying and drawing co-axial TV cable RG-6 grade, 0.7 mm solid copper conductor PE insulated, shielded with fine tinned copper braid and protected with PVC sheath in the existing surface/ recessed steel/ PVC conduit as required. 865 Supplying and fixing of following sizes of steel conduit along with accessories in surface/recess including painting in case of surface conduit, or cutting the wall and making good the same in case of recessed conduit as required. 866 25 mm 867 Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required. 868 1 or 2 Module (75 mmX75 mm) 869 Supplying and drawing following pair 0.5 mm dia FRLS PVC insulated annealed copper conductor, unarmored telephone cable in the existing surface/ recessed steel/ PVC conduit as required. 870 2 Pair 871 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 872 20 mm 873 25 mm 874 Providing and fixing in position 2mm thick M.S. Telephone junction box of size suitable for fixing of following Krone Tag Block with key lock arrangement. Also provide clamps for fixing tag blocks. 875 10 pair Telephone Tag Blockwith box 876 Supplying, laying of 10 pair unarmoured PVC insulated copper conductor (ATC) telephone cable in ground/existing pipes/on wall and making connection with telephone main junction box (MDF) including supports and all accessories as required 877 10 Pair Cable unarmoured 878 SUBHEAD - II - SUPPLY & INSTALLATION OF FITTINGS 879 Supplying of following box type Fl. fitting made out of CRCA sheet finished in antirust treated non-yellowing super white stove enamelled paint duly wired with copper wound heavy duty choke starter holder, starter but without lamp complete etc. as reqd. 880 Mounting rail for TLED lamps 1600 Lumens (TMC 501 P 1xT-LED with Essential LED 18W Tube) 881 Sereno 42 watt 2950 lumens philips SP824 P LED 30S-5000 GR OA 882 Supplying of wall mounted suitable for 1300 Lumens complete with ballast & accessories such as wire guard etc. complete as required. 883 15W Astra Surface & wall mounted 1300 Lumens ( Philips BN150W LED13S-6500 PSE OD GR ) 884 Supplying of wall bracket light fittings suitable for 11 / 13 W CFL lamp. The fitting shall be made up of M.S. powder coated provided with integral ballast, frosted glass and 1 no. 11 / 13 Wlamp duly wired upto the connector block complete as required. (Decon Cat. No.05AAM) 885 Supplying of ceiling light fittings suitable for 1 x 15/20 W LED lamp. The fitting shall be made up of M.S. powder coated provided with electronic ballast, 1 no. 15/20 W LED lamp duly wired upto the connector block etc. complete as required. 886 Cirrus Mini Pro 15 / 20 watt & 1100 /1600 Lumens (Philips SM200C LED11S 6500 PSU OD WH) 887 Supplying of bulk head fittings suitable for 10 W LED lamp complete with ballast & accessories such as glass, wire guard, 60 W CFL lamp etc. complete as required. 888 Endural LED-Bulkhead, 10 W, 600 lumen Such as (Philips WT202W LED6S CW PSU S2 PC) 889 Supplying of exhaustfan, all complete with mounting ring frame i/c bracket,but without regulator with shutters in the following sizes. (G.E. ALSTHOM, KHAITAN & HAVELLS COMPANY) 890 300 mm 4 Pole 891 Supplying of 1400 mm sweep A.C. electric Ceiling fans, capacitor type with double ball bearing complete with 300 mm down rod, canopies, shackles, blades, but without regulator suitable for operation on 230 / 240 Volts, 50 Hz, single phase, A.C. supply. (CROMPTON, KHAITAN & HAVELLS COMPANY) 892 Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. 893 Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover on the fan box etc. as required. 894 Installation, testing and commissioning of pre-wired, Light Fixture / compact fluorescent fitting of all types, complete with all accessories and tube/lamp etc. directly on ceiling/ wall, including connections with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable and earthing etc. as required. 895 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. 896 Upto 450 mm sweep 897 Extra for fixing the louvers/ shutters complete with frame for a exhaust fan of all sizes. 898 Installation, testing and commissioning of wall bracket /ceiling fittings of all sizes and shapes containing upto two GLS/CFL/ LED lamps per fitting, complete with all accessories including connections etc. as required. 899 Supplying and fixing call bell/ buzzer suitable for single phase, 230 V, complete as required. 900 SUBHEAD - III - DISTRIBUTION BOARD 901 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/ Isolator) 902 6 way (4 + 18), Double door 903 Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. 904 100 A 905 Supplying and fixing following rating, four pole, (three phase and neutral), 415 V, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. 906 63 A 907 Supplying and fixing following rating, double pole, 240 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. 908 40 amps 909 Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 910 12 way , Double door 911 16 way , Double door 912 Supplying and fixing following rating, double pole, (single phase and neutral), 240 V, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. 913 25 A 914 40 A 915 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, “C” curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 916 Single pole 917 SUBHEAD - IV - EARTHING 918 Earthing with G.I. earth pipe 4.5 meter long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. 919 Providing and laying earth connection from earth electrode with 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earth electrode including connection with G.I. thimble excavation and re-filling as required. 920 Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing as required. 921 SUBHEAD - V - STREET LIGHTING ON BUILDING 922 Supplying, installing, testing and commissioning of 2 x 36W general purpose flourescent street light fittings with sheet aluminium housing and UV stabilized acrylic cover complete with chokes, starter holders, condensers, reflector cover etc. as reqd. (Philips Cat No. TRC 33 / 236 HPF) (To be fixed directly on wall of building) 923 Supplying and fixing of 32 mm dia X 2.00 meter long G.I. pipe (medium class) bracket for mounting of fluorescent / HPMV / HPSV street light fitting on pole including bending the pipe to the required shape, 2 Nos. 40 mm X 3 mm flat iron clamps with nuts, bolts and washer, painting the flat iron with primer and finish paint etc. as required. 924 Supply of following sizes of FRLS 1.1 KV stranded compact circular aluminium conductor screened with extruded semi conducting compound, XLPE insulated,Al round wire armoured & overall PVC sheathed cableconforming to IS to IS 7098 (Part-I) with latest amendments 925 2 x 4 sq.mm 926 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 kV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc. as required. 927 Upto 35 sq. mm 928 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 kV grade of following size in the existing RCC/ HUME/ METAL pipe as required. 929 Upto 35 sq. mm 930 Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 kV grade of following size on wall surface as required. 931 Upto 35 sq. mm (clamped with 1mm thick saddle) 932 Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 kV grade as required. 933 2 X 6 sq. mm (19mm) 934 Supply & fixing of 150x200 mm 60mm deep MS junction box recess or surface on wall with 3mm bakalite cover15 overlapping 15 all sides of junction Box & housing 4way 32amps bakelie connector to terminate incoming & outgoing armoured cable & & wiring the light fixture with 3x1.5 sq mm PVC insulated coppwer wire including interconnection ets as reqired .( Cost of termination of armoured cable with gland is not to be included as the same is payable under separate item no 5.07 of this SUBHEAD) 935 Providing, laying and fixing following dia RCC pipe NP2 class (light duty) in ground complete with RCC collars, jointing withcement mortar1:2 (1 cement : 2 fine sand) including trenching (75 cm deep) and refilling etc. as required. 936 100 mm dia 937 SUBHEAD - VI - LIGHTNING CONDUCTOR 938 Providing and fixing of lightning conductor finial, made of 25mm dia 300 mm long, G.I. tube, having single prong at top, with85 mm dia 6 mm thick G.I. base plate including holes etc.complete as required. 939 Jointing copper / G.I. tape (with another copper/ G I tape, base of the finial or any other metallic object) by riveting / nut bolting/ sweating and soldering etc as required. 940 Fixing of copper/ G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required.(For horizontal run) 941 Fixing of copper/ G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required.(For vertical run) 942 Providing and fixing testing joint, made of 20 mm X 3 mm thickG.I. strip, 125 mm long, with 4 nos. of G.I. bolts, nuts, chucknuts and spring washers etc. complete as required. 943 Laying copper/ G.I. tape 32 mm X 6 mm from earth electrodedirectly in ground as required 944 [ VICE PRINCIPAL RESIDENCE ] 945 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 946 all kinds of soil 947 Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. 948 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 949 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 950 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 Cement : 5 coarse sand (zone-III) : 10 graded stone aggregate 40 mm nominal size) 951 Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately). 952 Upto plinth level 953 (i) R.C.C. work in Footing 954 (ii) R.C.C. work in Beam 955 (iii) R.C.C. work in Columns 956 (iv) R.C.C. work in Grade Slab 957 Above plinth to floor-V lvl 958 Same as above but R.C.C. work abive plinth Lvl. 959 (i) R.C.C. work in Lintel 960 (ii) R.C.C. work in Beam 961 (iii) R.C.C. work in Columns 962 (iv) R.C.C. work in Slab 963 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. 964 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500 D or more. 965 Add for plaster drip course/ groove in plastered surface or moulding toR.C.C. projections. 966 Centering and shuttering including strutting, propping etc. and removal of form for all heights : 967 Foundations, footings, bases of columns, etc. for mass concrete. 968 Suspended floors, roofs, landings, balconies and access platform. 969 Lintels, beams, plinth beams, girders, bressumers and cantilevers. 970 Columns,Pillars, Piers, Abutments, Posts and Struts. 971 Edges of slabs and breaks in floors and walls 972 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 973 Cement mortar 1:6 (1 cement : 6 coarse sand) 974 Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size) 975 Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. 976 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for seperately). 977 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in : cement mortar 1:4 (1 cement : 4 coarse sand) 978 Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry. 979 Providing and laying in situ seven course water proofing treatment with APP (Atactic poly-propylene) modified Polymeric memberane over roof consisting of first coat of bitumen primer @ 0.40 litre per sqm, 2nd, 4th & 6th courses of bonding material @ 1.20 Kg/sqm, which shall consist of blown type bitumen of grade 85/25 conforming to IS : 702, 3rd and 5th layers of roofing membrane APP modified Polymeric membrane 1.5 mm thick of 2.25 Kg/sqm weight consisting of five layers prefabricated with centre core as 20 micron HMHDPE film sandwiched on both sides with polymeric mix and the polymeric mix is protected on both side with 20 micron HMHDPE film. 7th, the top most layer shall be finished with brick tiles of class designation 10 grouted with cement mortar 1:3 (1cement : 3 fine sand) mixed with 2% integral water proofing compound by weight of cement over a 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat (item of laying brick tiles shall be paid for separately). 980 Providing and laying brick tiles over mumty roofs, grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement, over 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat: 12.19.1 With common burnt clay F.P.S. (non modular) brick tilesof class designation 10 981 Providing and fixing 35 mm thick factory made laminated veneer lumber door shutter conforming to IS : 14616 and TADS 15:2001 (Part B), including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws, all complete as per directions of Engineerin- charge and panelling with panels of : 12 mm thick one side Pre-laminated particle board (decorative lamination on one side and other sides balancing lamination) grade -1, medium density flat pressed, three layer particle board FPT - I or graded wood particle board FPT-1 conforming to IS : 3087 bonded with BWP type synthetic resin adhesive as per IS : 848 and pre-laminated conforming to IS : 12823, Grade -1, Type II marked : 982 Providing & Fixing decorative high pressure laminated sheet of plain / wood grain in gloss / matt/ suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 Type S, including cost of adhesive of approved quality. 1.0 mm thick 983 Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). 984 Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer 985 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size 986 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding. 987 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. M.S. tube 988 Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 989 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 990 Providing and fixing factory made uPVC white colour fixed glazed windows/ ventilators comprising of uPVC multi-chambered frame and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), ,uPVC extruded glazing beads of appropriate dimension, EPDM gasket, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardwares and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealant shall be paid separately). Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. 991 Fixed window / ventilator made of (small series) frame 47 x 50 mm & mullion 47 x 68 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension. 992 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes. 993 Providing and fixing wire gauge shutters using galvanized M.S. wire gauge of average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws : 994 30 mm thick shutters with ISI marked M.S. pressed butt hinges bright finished of required size Second class teak wood 995 Providing and fixing factory made uPVC white colour sliding glazed window upto 1.50 m in height dimension comprising of uPVC multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardwares and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes, wire mesh and silicon sealent shall be paid separately). Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. 996 Three track three panels sliding window with fly proof S.S wire mesh (Two nos. glazed & one no. wire mesh panels) made of (big series) frame 116 x 45 mm & sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 1.75 sqm). 997 Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete. Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and1.4 mm aperture on both sides 998 Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. 999 15 mm cement plaster on rough side of single or half brick wall of mix:1:6 (1 cement: 6 coarse sand) 1000 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) 1001 6 mm cement plaster on celling (a) 1:3(1 cement:3 fine sand) 1002 Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floatingcoat of neat cement. 1003 20 mm cement plaster 1004 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. 1005 Brick edging in full brick width and half brick depth including excavation refilling and disposal of surplus earth lead upto 50 metres. With common burnt clayF.P.S.(non modulur)bricks of class designation 75 1006 Providing and fixing glass strips in joints of terrazo/ cement concretefloors. 1007 40 mm wide and 4 mm thick 1008 Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm. 1009 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x600 mm 1010 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick 1011 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 1012 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills , facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Area of slab upto 0.50 sqm 1013 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including pointing the joints with white cement and matching pigment etc., complete. 1014 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 1015 P/F curtain rods of 1.25mm thick chromium plated brass plate, with two chromium plated brass brackets fixed with C.P. brass screws and wooden plugs etc. wherever necessary complete (a) 25 mm dia. 1016 Providing edge moulding to 18mm thick marble stone counters, Vanities etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. 1017 Granite work 1018 Extra for fixing marble /granite stone over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive including cleaning etc. complete. 1019 Extra for providing opening of required size & shape for wash basins/ kitchen sink in kitchen platform, vanity counters and similar location in marble/Granite/stone work including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete. 1020 Steel Painting: 1021 (a) With ready mixed red oxide zink chromate primer of approved brand and manufacture on steel galvanised iron/steel works. 1022 (b) Painting withsynthetic enamel paint of approvedbrandand manufactureto give an even shade:Two or more coats on new work. 1023 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water thinnable priming coat with cement primer. 1024 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade. New work (Two or more coats applied @ 1.43 ltr/ 10 sqm. over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm). 1025 Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade : 1026 Two or more coats on new work 1027 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 1028 Providing and fixing ISI marked oxidised M.S. single acting spring hingeswith necessary screws etc. complete : 1029 150 mm 1030 Providing and fixing oxidised M.S. hasp and staple (safety type)conforming to IS : 363 with necessary screws etc. complete : 1031 90 mm 1032 Providing and fixing special quality bright finished brass cupboard orward robe locks with four levers of approved quality including necessaryscrews etc. complete. 1033 75 mm 1034 Providing and fixing wooden moulded corner beading of triangular shape to the junction of panelling etc. with iron screws, plugs and priming coat on unexposed surface etc. complete 2nd class teak wood. 1035 50x50 mm (base and height) 1036 Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : 1037 250x16 mm 1038 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 1039 200x10 mm 1040 Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 1041 125 mm 1042 Providing and fixing aluminium hanging floor door stopper ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete. Twin rubber stopper 1043 Providing and fixing bright finished brass casement stays(straight peg type) with necessary screws etc. complete.300 mm weighing not less than 330gms. 1044 300 mm weighing not less than 330 gms 1045 250 mm weighing not less than 280 gms 1046 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 1047 25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. piano hinges with necessary screws 1048 Providing and fixing Pre-laminated flat pressed 3 layer (medium density) particle board or graded wood particle board IS : 3087 marked, with one side decorative and other side balancing lamination Grade I, Type II exterior grade IS : 12823 marked, in shelves with screws and fittings wherever required, edges to be painted with polyurethane primer (fittings to be paid separately). 1049 Float glass panes 4.0 mm thick glass panes (weight not less than 10 kg/sqm). 1050 Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern including flush pipe with manually controlled device (handle lever) conforming to IS:7231, Parryware/Hindware/Seabird/Orient (Coral) with all fittings and fixtures complete including cutting and making good the walls and floors wherever required. 1051 White Vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests 1052 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required. 1053 W.C. pan with ISI marked white solid plastic seat and lid 1054 Providingandfixing P.V.C. waste pipe forsink or wash basin including PVC waste fittings complete. 1055 Flexible Pipe 1056 32 mm dia (for wash basin) 1057 40 mm dia(for sink and urinal) 1058 Providing and fixing Stainless Steel A ISi 304 (18/8) kitchen sink as per IS: 13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : 1059 Kitchen sink with drain board 1060 510x1040 mm bowl depth 250 mm 1061 Kitchen sink without drain board 1062 610x510 mm bowl depth 200 mm 1063 Providing and fixing wash basin with C.I.brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern,includingpainting of fittings and brackets, cutting and making good the walls wherever required 1064 White Vitreous china wash basin size 550x400 mm with single 15 mm C.P. brass pillar tap 1065 Providing and fixing CP Brass 32mm size Bottle Trap of bapproved quality & make and as per the direction of Engineerin- charge. 1066 Providing & fixing C.P. Brass health faucet for ablution with 1 meter long PVC tube, hand shower, couplings, wall hook and other accessories. 1067 Providing & fixing CP brass Overhead shower with shower arm, Hand Shower 95mm dia Single Lever Concealed Deusch Mixer with Provision for Connection to Overhead Shower and Easy flex Tube with accessories complete I allrespect 1068 Providing & fixing C.P. Brass Waste Coupling for PVC waste Pipe. 1069 Providing & Fixing 600 X 450 mm bevelled edge mirror of superiorglass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 1070 Providing & fixing toilet paper holder. 1071 viterous china 1072 Providing and fixing of C. P. brass towel rail 600 x 20 mm size complete with C.P. brass brackets 1073 Providing and fixing of C. P. brass towel ring complete with C.P. brass brackets 1074 Providing and fixing CP Brasssoap dish 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket and all fittings of the same material of approved quality and colour. 1075 Providing, fixing, jointing and testing in position of ISI marked UV stabilized UPVC pipesfor soil, waste, and vent, Type-B as per IS : 13592 suitable for rubber ring joints, including all neccessary specials and fittings (confirming to IS:14735) i.e. bends, tees, junctions (with or without doors),reducers, WC connectors, couplers, expansion joints / bellows, cowels, clamps, rubber rings, clean outs etc. fixing at wall/ ceiling/ floor level supported by clamp & hangers etc. in concealed / inside duct / under floor & basement ceiling / external work etc. including chase cutting as required, excavation and back filling in all kind of soils, suspended from floor under false ceiling or embedding the pipes laid under floors / building in 75 mm. alround 1:2:4 cement concrete (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including cost of shuttering for proper completion of the work, breaking and making good the walls and floors etc. after pipes have been duly laid and tested. The rubber ring shall confirm to IS:5382. 1076 The Pipes will be supported with threaded G I rods & U clamps with nuts, washers etc on 50x50x5 mm slotted angle. The cost will include all support arrangements. The work includes commissioning of all pipes lines as per drawings and specifications and as directed by engg-in-charge at site. 1077 110 mm dia (Wall Thickness - 3.2 to 3.8 mm) 1078 75 mm dia (Wall Thickness - 3.2 to 3.8 mm) 1079 Providing, fixing, jointing and testing in position ISI marked (IS:4985) UPVC pipes of min 6 Kg/ Sqcm rating with fitting for waste pipe from fixtures to floor trap including reduces, enlarger, socket, couplers, bends, tees etc including fixing at wall/ ceiling level supported by clamp & hangers etc. cutting holes in wall/ floors/ slabs and making good the same with cement concrete 1:2:4 complete as required. 1080 32 mm dia. 1081 40 mm dia. 1082 Providing & fixing UPVC Floor trap of self cleansing designwith stainless steel grating complete in all respects. 1083 Multi Floor Trap (5 Ht) with height raiser and branch saddle strip of 50/75 mm outlet 1084 Plain Floor Trap (4 Ht) with 50 / 75 outlet and with height raiser 1085 P-Trap type Floor Trap 110 x 75 mm 1086 Extra for providing & fixing 125 mm dia C.P. grating in place of C.I. grating over floor traps. 1087 Providing & fixing of SS Floor Cleanout, round or square with rubber seal and flat round cover with screws and other required fitting complete as required. 1088 Providing, fixing, jointing and testing in position of ISI marked UV stabilized UPVC pipesfor rain water disposal, Type-B as perIS : 13592 suitable for rubber ring joints, including all neccessary specials and fittings (confirming to IS:14735) i.e. bends, tees, junctions (with or without doors), reducers, couplers, expansion joints / bellows, cowels, clamps, rubber rings, MS gratings over pipes of bell mouth construction with epoxy painting etc. fixing at wall/ ceiling/ floor level supported by clamp & hangers etc. in concealed / inside duct / under floor / external work etc. including chase cutting as required, excavation and back filling in all kind of soils, suspended from floor under false ceiling or embedding the pipes laid under floors / building in 75 mm. alround 1:2:4 cement concrete (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including cost of shuttering for proper completion of the work, breaking and making good the walls and floors etc. after pipes have been duly laid and tested. The rubber ring shall confirm to IS:5382. 1089 The Pipes will be supported with threaded G I rods & clamps on 50x50x5 mm slotted angle. The cost will include all support arrangements. The work includes commissioning of all pipes lines as per drawings and specifications and as directed by engg-in-charge at site. 1090 110 mm dia 1091 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. 1092 Providing&fixing15 mm nominal bore45 cm long unplasticised PVC connection pipewith brass unions. 1093 45 cm length 1094 15 mm nominal bore 1095 Providing and fixing C.P brass bib cock of approved qualityconforming to IS standards IS: 8931. 1096 15 mm nominal bore 1097 Providing and fixing C.P brass long nose bib cock of approved qualityconforming to IS standardsandweighing notlessthan 810 gms. 1098 15 mm nominal bore 1099 Providing & fixing 15 mm nominal bore C.P brass Angle valve for basin mixer and geyser points of approved quality conformingto IS8931. 1100 15 mm nominal bore 1101 Constructing brick masonry chamber 300 x 300x500mm, insidewithF.P.S. brick work in cement mortar 1: 4 (1 cement : 4 coarse sand) for StopCock, withC. I. surface box 100 x 100 x 75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4mix (1cement : 2 coarse sand:4 grade stone aggregate 20mm nominal size); necessary excavation, foundationconcrete 1:5:10 (1 cement :5 fine sand: 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar1 : 3 (1 cement : 3 coarse sand )12mmthick finished with a floatingcoatof neat cementcomplete as per standard design 1102 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 1103 Providing & Fixing G.I. Unoun in G.I. pipe including cutting and threading the pipe & making long screws etc. complete. 1104 15mm dia nominal bore 1105 20mm dia nominal bore 1106 25mm dia nominal bore 1107 32mm dia nominal bore 1108 40mm dia nominal bore 1109 50mm dia nominal bore 1110 65mm dia nominal bore 1111 Cutting holes up to 30 X 30 cm in walls including making good the same: 1112 With common burnt clay F.P.S. (non modular) bricks 1113 Providing, fixing chlorinated polyvinyl Chloride (CPVC) pipesCTS-SDR 11, class-1 CPVC Pipes (pressure rating 28 kg/cm2 at 23oC and 7 kg/cm2 at 82oC) confirming to IS : 15778-2007, ASTM D-2846, havingthermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipes with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in charge. 1114 Internal work exposed on wall 1115 20mm nominal outer dia pipes 1116 25mm nominal outer dia pipes 1117 32mm nominal outer dia pipes 1118 40mm nominal outer dia pipes 1119 50mm nominal outer dia pipes 1120 Providing, fixing chlorinated polyvinyl Chloride (CPVC) pipesCTS-SDR 11, class-1 CPVC Pipes (pressure rating 28 kg/cm2 at 23oC and 7 kg/cm2 at 82oC) confirming to IS : 15778-2007, ASTM D-2846, havingthermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipes with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in charge. 1121 Concealed work including cutting chase and making good the wall etc. 1122 15mm nominal outer dia pipes 1123 20mm nominal outer dia pipes 1124 25mm nominal outer dia pipes 1125 32mm nominal outer dia pipes 1126 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 1127 Circular tank 1128 Providing & fixing of hand lever operated forged brass body full way ball valve type isolating valve having forged brass hard chrome plated mirror finish ball, steel handle with PVC grip, teflon seat, screwed ends tested to a pressure of 15 kg/sqcm complete. 1129 15 mm nominal bore 1130 20 mm nominal bore 1131 25 mm nominal dia 1132 32 mm nominal bore 1133 40 mm nominal bore 1134 50 mm nominal dia 1135 Providing & fixing brass ball float valvewith bronzefloats of approved quality complete. 1136 20 mm nominal dia 1137 25 mm nominal dia 1138 Providing & fixing of medium class G.I.spout up to 300 mm. length including cutting and making good the walls and floors etc. as required. 1139 a) 25 mm dia 1140 Point wiring in PVC conduit, with modular type switch :- 1141 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class pvc conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 1142 Group C 1143 Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point ( without independent switch etc.) with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed PVC conduit, and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc. as required. 1144 Group C 1145 Twin Control Point wiring in PVC conduit, with modular type switch :- 1146 Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class pvc conduit, 2 way modular switch, modular switch, suitable M.S. box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 1147 Power plug wiring in PVC conduit (2 x 4 Sq.Mm.) :- 1148 Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class pvc conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. 1149 Circuit / Sub main wiring in PVC conduit :- 1150 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class pvc conduit as required. 1151 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire. 1152 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire. 1153 2 x 6 sq.mm. + 1 x 6 sq.mm. Earth wire 1154 2 x 10 sq.mm. + 1 x 6 sq.mm. Earth wire 1155 4 x 10 sq.mm. + 2 x 6 sq.mm. Earth wire 1156 S/F light plug point Modular type accessories :- 1157 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required 1158 S/F power plug point modular type accessories :- 1159 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required. 1160 Supplying and fixing 20 amps, 240 volts, SPN, industrial type socket outlet, with 2 poles and earth metal enclosedplug top alongwith 20amps. C curve, SP MCB in sheet steel enclosure, on surface or in recess, with chainedmetal cover for the socket outlet, and complete with connections, testingandcommissioning etc. as required. 1161 S/F modular type electronic fan regulator :- 1162 Supply and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. 1163 S/F modular type blanking plate :- 1164 Supply and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. 1165 SUB HEAD (II) :- DISTRIBUTION BOARDS & MCBs 1166 Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 1167 8 way , Double door 1168 Supplying and fixing followingway, horizontal type TP&N, sheet steelMCB distribution board,415 V on surface /recess,completewithtinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required (But without MCB / RCCB / Isolators). 1169 8 way (4 + 24), Double door 1170 Supplying and fixing following rating, double pole, (single phase and neutral), 240 volts,residual current circuit breaker (RCCB), having a sensitivity current upto 30 mA in the existingMCBDBcomplete with connections, testing andcommissioning etc. as required. 1171 63 amps. 1172 Supplying and fixing 5 amps. to 32 amps. rating, 240 volts `C series,miniature circuit breaker (MCB)suitable for inductive load offollowingpolesin the existingMCBDBcomplete with connections, testing andcommissioning etc. as required. 1173 single pole 1174 Supplying & fixing single pole, blanking plate in the existing MCBDBcomplete etc. as required. 1175 Supplying and fixing following rating, Single/ double/ three pole, 230/ 415 volts, MCB C curve in the existing MCB DB complete with connections, testing and commissioning etc. as required. 1176 63 amps FP MCB 1177 40 amps DP MCB 1178 SUB HEAD (III) :- TELEPHONE, TELEVISION & DATA SYSTEM 1179 S/F MODULAR BOXES, BASE & COVER PLATE :- 1180 Supplying and fixing following size / modules, GI box along with modular base & cover plate for modular switches inrecessetc as required 1181 1 or 2 Module (75 mm x 75 mm) 1182 S/F MODULAR TYPE SWITCH / SOCKET :- 1183 Supplying and fixing following modular switch / socket on the existing modular plate & switch box including connections but excluding modular plate etc as required 1184 Telephone Socket outlet 1185 TV Antenna socket outlet 1186 Supply and fixing offollowingsizes of medium class PVC conduit along with accessories in surface/recess including cuttingthe wall and making good the same in case of recessed conduit as required : 1187 20 mm. 1188 25 mm. 1189 Supply and drawing followingpair, 0.5 sq.mm. FRLS PVC insulated annealed copper conductor, unarmoured telephone cable in the existing surface / recessed steel/ PVC conduit as required. 1190 2 Pair 1191 Supply and drawing co-axial TV cable RG-6 grade, 0.7 mm. Solid copper conductor PE insulated, shielded with fine tinned copper braid and protected with PVC sheath in the existing surface / recessed steel/ PVC conduit as required. 1192 SUB HEAD (IV) :- MISCELLANEOUS 1193 Providing and fixing M.V. dangernotice plate of 200mmx150mm made of mild steel, atleast 2mm thick and vitreous enamelled white on both sides and with inscription singleredcolouronFRLSontsideas required. 1194 Supplying and fixing call bell/buzzer suitablefor single phase, 230 volts, complete as required. 1195 Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box forceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5mm thick M.S. sheet with its top surface hacked for proper bonding,top lid shall be screwed into the cast iron/ M.S. sheet box by means of3.3 mm dia round headed screws, one lock at the corners. Clamp shallbe made of 12 mm dia M.S. bar bent to shape as per standard drawing. 1196 SUB HEAD(V):-INTERNAL LIGHTING FIXTURES & FANS 1197 SUPPLY OF LIGHTING FIXTURES 1198 Supply of 15W SURFACE MOUNTED LED with all accessories as per standard item..(Such as Panasonic ADL04R156 or Equivalent). 1199 Supply of 15W WALL BRACKET LED BULB with all accessories as per standard item..(Such as Panasonic PBUM01157 or Equivalent). 1200 Supply of 20W SURFACE MOUNTED LED with all accessories as per standard item..(Such as Panasonic ADL04R206 or Equivalent). 1201 Supply of 20W SURFACE MOUNTED LED TUBE with all accessories as per standard item..(Such as Panasonic PBTM01207 or Equivalent). 1202 SUPPLY OF CEILING & EXHAUST FANS 1203 Supply of AC230/250 volts, 50 HZceiling fanwith standarddownrod, blades, 2 nos. caps & regulator etc. ISI with 5 star marked & energy efficient complete as required. (Such as Havells Velocity/Velocity HS or Equivalent). 1204 1200 mm sweep 1205 Supply of AC230/250 volts, 50 HZ exhaust fansincluding providingnuts, bolts, mounting FRLSame and other accessories etc. Complete as required (Such as Ventil Air - DX White or Equivalent). 1206 300 mm sweep 900 rpm 1207 ERECTIONOFLIGHTINGFIXTURESANDFANS 1208 Installation, testing and commissioning of pre-wired, flourescent fitting / compact fluorescent fitting of all types, complete with all accessories and tubes etc. directly on ceiling / wall, including connection with 1.5 sq. mm. FRLS PVC insulated, copper conductor, single core cable and earthing etc. as required. 1209 Installation, testing and commissioning of ceiling fan including wiring the down rod of standard length (upto 30 cm.) with 1.5 sq. mm. FRLS PVC insulated, copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover on the fan box etc. as required. 1210 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required 1211 Upto 450 mm sweep 1212 SUB HEAD(VI):-LIGHTNING CONDUCTOR 1213 Providing and fixing of lightning conductor finial, made of 25mm dia 300 mm long, G.I. tube, having single prong at top, with85 mm dia 6 mm thick G.I. base plate including holes etc.complete as required. 1214 Jointing copper / G.I. tape (with another copper/ G I tape, base of the finial or any other metallic object) by riveting / nut bolting/ sweating and soldering etc as required. 1215 Fixing of copper/ G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required.(For horizontal run) 1216 Fixing of copper/ G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required.(For vertical run) 1217 Providing and fixing testing joint, made of 20 mm X 3 mm thickG.I. strip, 125 mm long, with 4 nos. of G.I. bolts, nuts, chucknuts and spring washers etc. complete as required. 1218 Laying copper/ G.I. tape 32 mm X 6 mm from earth electrodedirectly in ground as required 1219 EARTH WORK 1220 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1221 All kinds of soil 1222 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 1223 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 1224 Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. 1225 CONCRETE WORK 1226 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1227 1:5:10 (1 Cement : 5 coarse sand (zone-III) : 10 graded stone aggregate 40 mm nominal size) 1228 Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing : 1229 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). 1230 Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size) 1231 Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. 1232 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. 1233 REINFORCEDCEMENTCONCRETE 1234 Centering and shuttering including strutting, propping etc. and removal of form for all heights: 1235 Foundations, footings, bases of columns, etc. for mass concrete 1236 Columns, Pillars, Piers, Abutments, Posts and Struts 1237 Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like 1238 Edges of slabs and breaks in floors and walls 1239 Under 20 cms wide 1240 Suspended floors, roofs, landings, balconies and access platform. 1241 Lintels, beams, plinth beams, girders, bressumers and cantilevers. 1242 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 1243 Thermo-Mechanically Treated bars of grade Fe-500D or more. 1244 Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. 1245 Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately). 1246 All works upto plinth level 1247 All works above plinth level upto floor V level 1248 BRICK WORK 1249 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 1250 Cement mortar 1:6 (1 cement : 6 coarse sand) 1251 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for seperately). 1252 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. 1253 Cement mortar 1:4 (1 cement :4 coarse sand) 1254 Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry. 1255 Brick edging 7cm wide 11.4 cm deep to plinth protection with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 including grouting with cement mortar 1:4 (1 cement : 4 fine sand). 1256 MARBLE WORK 1257 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. 1258 Granite of any colour and shade 1259 Area of slab over 0.50 sqm 1260 Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. 1261 Granite work 1262 Extra for fixing marble /granite stone, over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete. 1263 Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter and similar location in marble/ Granite/ stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete. 1264 WOOD WORK & PVC WORK 1265 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately). 1266 Second class teak wood 1267 Extra for providing frosted glass panes 4 mm thick instead of ordinary float glass panes 4 mm thick in doors, windows and clerestory window shutters. (Area of opening for glass panes excluding portion inside rebate shall be measured). 1268 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 1269 25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. Piano hinges IS : 3818 marked with necessary screws 1270 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 1271 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 1272 Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). 1273 Providing and fixing wire gauge shutters using galvanized M.S. wire gauge of average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws : 1274 35 mm thick shutters 1275 Kiln seasoned and chemically treated hollock wood 1276 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. 1277 Fixed to steel windows by welding 1278 Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete. 1279 With 12 mm mild steel U beading 1280 Providing and fixing oxidised M.S. casement stays (straight peg type) with necessary screws etc. complete. 1281 250 mm weighing not less than 150 gms 1282 Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : 1283 250x16 mm 1284 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 1285 200x10 mm 1286 Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 1287 125 mm 1288 Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. 1289 Twin rubber stopper 1290 Providing & Fixing decorative high pressure laminated sheet of plain / wood grain in gloss / matt/ suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 Type S, including cost of adhesive of approved quality. 1291 1.5 mm thick 1292 Providing and fixing cup board shutters with 25 mm thick veneered particle board IS : 3097 marked, exterior grade (Grade I), of approved make, including IInd class teak wood lipping of 25 mm wide x 12 mm thick with necessary screws and bright finished stainless steel piano hinges, complete as per direction of Engineer-in-Charge. 1293 With decorative veneering on one side and commercial veneering on other side 1294 Providing and fixing factory made uPVC white colour sliding glazed window upto 1.50 m in height dimension comprising of uPVC multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardwares and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes, wire mesh and silicon sealent shall be paid separately). Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. 1295 Three track three panels sliding window with fly proof S.S wire mesh (Two nos. glazed & one no. wire mesh panels) made of (big series) frame 116 x 45 mm & sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 1.75 sqm). 1296 Providing and fixing ISI marked oxidised M.S. single acting spring hingeswith necessary screws etc. complete : 1297 150 mm 1298 Providing and fixing oxidised M.S. hasp and staple (safety type)conforming to IS : 363 with necessary screws etc. complete : 1299 90 mm 1300 Providing and fixing special quality bright finished brass cupboard or ward robe locks with four levers of approved quality including necessary screws etc. complete. 1301 75 mm 1302 Providing and fixing wooden moulded corner beading of triangular shape to the junction of panelling etc. with iron screws, plugs and priming coat on unexposed surface etc. complete 2nd class teak wood. 1303 50x50 mm (base and height) 1304 Float glass panes 1305 4.0 mm thick glass panes (weight not less than 10 kg/sqm). 1306 STEEL WORK 1307 Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). 1308 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 1309 Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 1310 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 1311 Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. 1312 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 1313 4.0 mm thick glass panes 1314 FLOORING 1315 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 1316 25 mm thick. 1317 Providing and fixing glass strips in joints of terrazo/ cement concrete floors. 1318 40 mm wide and 4 mm thick 1319 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 1320 Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab. 1321 Extra for Kota stone/ sand stone in treads of steps and risers using single length up to 1.05 metre. 1322 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 1323 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including pointing the joints with white cement and matching pigment etc., complete. 1324 Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete. 1325 Size of Tile 600x600 mm 1326 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joint with white cement & matching pigments etc. complete. 1327 Size of Tile 600x600 mm 1328 ROOFING 1329 Providing and laying brick tiles over mumty roofs, grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement, over 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat. 1330 With common burnt clay F.P.S. (non modular) brick tilesof class designation 10 1331 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. 1332 FINISHING 1333 12 mm cement plaster of mix 1334 1:6 (1 cement: 6 coarse sand) 1335 15 mm cement plaster on rough side of single or half brick wall of mix: 1336 1:6 (1 cement: 6 coarse sand) 1337 Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 1338 20 mm cement plaster 1339 6mm cement plaster of mix 1340 1:3 (1 cement : 3 fine sand) 1341 White washing with lime to give an even shade : 1342 New work (three or more coats) 1343 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : 1344 New work (two or more coats) over and including water thinnable priming coat with cement primer 1345 Finishing walls with Premium Acrylic Smooth exterior paint withSilicone additives of required shade: 1346 New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) 1347 Applying priming coat: 1348 With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) 1349 With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works 1350 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : 1351 Two or more coats on new work 1352 Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade : 1353 Two or more coats on new work 1354 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 1355 WATER PROOFING 1356 Providing and laying in situ seven course water proofing treatment with APP (Atactic poly-propylene) modified Polymeric memberane over roof consisting of first coat of bitumen primer @ 0.40 litre per sqm, 2nd, 4th & 6th courses of bonding material @ 1.20 Kg/sqm, which shall consist of blown type bitumen of grade 85/25 conforming to IS : 702, 3rd and 5th layers of roofing membrane APP modified Polymeric membrane 1.5 mm thick of 2.25 Kg/sqm weight consisting of five layers prefabricated with centre core as 20 micron HMHDPE film sandwiched on both sides with polymeric mix and the polymeric mix is protected on both side with 20 micron HMHDPE film. 7th, the top most layer shall be finished with brick tiles of class designation 10 grouted with cement mortar 1:3 (1cement : 3 fine sand) mixed with 2% integral water proofing compound by weight of cement over a 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat (item of laying brick tiles shall be paid for separately). 1357 Providing and laying brick tiles over mumty roofs, grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement, over 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat: 12.19.1 With common burnt clay F.P.S. (non modular) brick tilesof class designation 10 1358 GUEST HOUSE(SANITARY WORKS) 1359 EARTH WORK 1360 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1361 All kinds of soil. 1362 Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : 1363 All kinds of soil 1364 Pipes, cables etc, not exceeding 80 mm dia. 1365 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia 1366 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 1367 ROOFING 1368 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 1369 110 mm diameter 1370 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 1371 Coupler 1372 110 mm 1373 Bend 87.5° 1374 110 mm bend 1375 Shoe (Plain) 1376 110 mm Shoe 1377 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 1378 110 mm 1379 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. 1380 SANITARY INSTALLATIONS 1381 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: 1382 White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests 1383 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: 1384 White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap 1385 Providing and fixing Stainless Steel A ISi 304 (18/8) kitchen sink as per IS: 13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : 1386 Kitchen sink with drain board 1387 510x1040 mm bowl depth 250 mm 1388 Extra for using coloured pedestal type W.C pan (European type) with low level cistern of same colour instead of white vitreous china W.C pan and cistern. 1389 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 1390 Providing and fixing toilet paper holder : 1391 Vitreous china 1392 Providing and fixing soil, waste and vent pipes : 1393 100 mm dia. 1394 Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 1395 75mm diameter 1396 Centrifugally cast (spun) iron socketed pipe as per IS: 3989 1397 Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc. : 1398 For 100 mm dia. pipe 1399 For 75 mm dia. pipe 1400 Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. 1401 100 mm 1402 Sand cast iron S&S as per IS - 3989 1403 75 mm 1404 Sand cast iron S&S as per IS- 3989 1405 Providing and fixing plain bend of required degree. 1406 100 mm 1407 Sand cast iron S&S as per IS : 3989 1408 75 mm 1409 Sand cast iron S&S as per IS - 3989 1410 Providing and fixing heel rest sanitary bend 1411 100 mmdia 1412 Sand cast iron S&S as per IS - 3989 1413 75 mm dia 1414 Sand cast iron S&S as per IS - 3989 1415 Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3mm thick,bolts and nuts complete. 1416 100x100x100mm 1417 Sand cast iron S&S as per IS - 3989 1418 75x75x75mm 1419 Sand cast iron S&S as per IS - 3989 1420 Providing and fixing single equal plain junction of required degree 1421 100x100x100mm 1422 Sand cast iron S&S as per IS - 3989 1423 75x75x75mm 1424 Sand cast iron S&S as per IS - 3989 1425 Providing and fixing door piece, insertion rubber washer 3mm thick, bolts & nuts complete : 1426 100 mm 1427 Sand cast iron S&S as per IS - 3989 1428 75 mm 1429 Sand cast iron S&S as per IS - 3989 1430 Providing and fixing terminal guard : 1431 100 mm 1432 Sand cast iron S&S as per IS - 3989 1433 75 mm 1434 Sand cast iron S&S as per IS - 3989 1435 Providing and fixing collar : 1436 100 mm 1437 Sand cast iron S&S as per IS - 3989 1438 75 mm 1439 Sand cast iron S&S as per IS - 3989 1440 Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and fittings of diameter : 1441 100 mm 1442 75 mm 1443 Providing and fixing M.S. stays and clamps for sand cast iron/ centrifugally cast (spun) iron pipes of diameter : 1444 100 mm 1445 75 mm 1446 Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : 1447 100 mm inlet and 100 mm outlet 1448 Sand Cast Iron S&S as per IS: 1729 1449 Cutting chases in brick masonry walls for following diameter sand cast iron/ centrifugally cast (spun) iron pipes and making good the same with cement concrete 1:3:6 ( 1 cement : 3 coarse sand :6 graded stone aggregate 12.5 mm nominal size), including necessary plaster and pointing in cement mortar 1:4 (1 cement : 4 coarse sand) : 1450 100 mm dia 1451 Painting sand cast iron/ centrifugally cast (spun) iron soil, waste vent pipes and fittings with two coats of synthetic enamel paint of any colour such as chocolate grey, or buff etc. over a coat of primer (of approved quality) for new work : 1452 100 mm diameter pipe 1453 75 mm diameter pipe 1454 Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour. 1455 Waste coupling 38 mm dia of 83 mm length and 77mm breadth, weighing not less than 60 gms 1456 Providing and fixing PTMT Bottle Trap for Wash basin and sink. 1457 Bottle trap 31mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms 1458 Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. 1459 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 1460 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. 1461 Providing and fixing G.I. pipes complete with G.I. fittings including trenching & refilling. 1462 External work 1463 32mmdia nominal bore 1464 40mmdia nominal bore 1465 50mmdia nominal bore 1466 WATER SUPPLY 1467 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. 1468 Internal work - Exposed on wall 1469 25 mm nominal outer dia Pipes metre 1470 32 mm nominal outer dia Pipes metre 1471 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. 1472 Concealed work, including cutting chases and making good the walls etc. 1473 15 mm nominal outer dia Pipes 1474 20 mm nominal outer dia Pipes 1475 Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 1476 25 to 40 mm nominal bore 1477 Providing and fixing brass stop cock of approved quality : 1478 15 mm nominal bore 1479 20 mm nominal bore 1480 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 1481 25mm nominal bore 1482 32mm nominal bore 1483 40mm nominal bore 1484 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 1485 25 mm nominal bore 1486 Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main : 1487 25 mm nominal bore 1488 Providing and fixing uplasticised PVC connection pipe with brass unions : 1489 45 cm length 1490 15 mm nominal bore 1491 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 1492 100 mm diameter 1493 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 1494 Rectangular tank 1495 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 1496 15 mm nominal bore 1497 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 1498 15 mm nominal bore 1499 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 1500 15 mm nominal bore. 1501 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 1502 15 mm nominal bore 1503 Providing and fixing PTMT grating of approved quality and colour. 1504 Circular type. 1505 100 mm nominal dia. 1506 Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof. 1507 SEWARAGE & DRAINAGE 1508 Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 1509 100 mm diameter 1510 150 mm diameter 1511 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : 1512 100 mm diameter S.W. pipe 1513 150 mm diameter S.W. pipe 1514 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70kg as per standard design: 1515 150 x 100 mm size P type 1516 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 1517 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : 1518 Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : 1519 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 1520 Extra for depth for manholes : 1521 Size 90x80 cm 1522 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 1523 Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufactures permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. 1524 Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : 1525 For pipes 100 to 250 mm diameter 1526 Providing, laying and jointing non pressure NP2 class (light duty)RCC pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 1527 150 mm dia RCC pipe 1528 GUEST HOUSE (ELECTRICAL WORKS) 1529 SUBHEAD - I - WIRING 1530 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 1531 Group C 1532 Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. 1533 Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required. 1534 4 Module (125 mmX75 mm) 1535 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 1536 15/16 A switch 1537 3 pin 5/6 A socket outlet 1538 Telephone socket outlet 1539 TV antenna socket outlet 1540 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required. 1541 2 x 2.5 sq.mm + 1 x 2.5 sq.mm earth wire 1542 2 X 10 sq. mm + 1 X 6 sq. mm earth wire 1543 Supplying and drawing co-axial TV cable RG-6 grade, 0.7 mm solid copper conductor PE insulated, shielded with fine tinned copper braid and protected with PVC sheath in the existing surface/ recessed steel/ PVC conduit as required. 1544 Supplying and fixing of following sizes of steel conduit along with accessories in surface/recess including painting in case of surface conduit, or cutting the wall and making good the same in case of recessed conduit as required. 1545 25 mm 1546 Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required. 1547 1 or 2 Module (75 mmX75 mm) 1548 Supplying and drawing following pair 0.5 mm dia FRLS PVC insulated annealed copper conductor, unarmored telephone cable in the existing surface/ recessed steel/ PVC conduit as required. 1549 2 Pair 1550 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 1551 20 mm 1552 25 mm 1553 Providing and fixing in position 2mm thick M.S. Telephone junction box of size suitable for fixing of following Krone Tag Block with key lock arrangement. Also provide clamps for fixing tag blocks. 1554 10 pair Telephone Tag Blockwith box 1555 Supplying, laying of 10 pair unarmoured PVC insulated copper conductor (ATC) telephone cable in ground/existing pipes/on wall and making connection with telephone main junction box (MDF) including supports and all accessories as required 1556 10 Pair Cable unarmoured 1557 SUBHEAD - II - SUPPLY & INSTALLATION OF FITTINGS 1558 Supplying of following box type Fl. fitting made out of CRCA sheet finished in antirust treated non-yellowing super white stove enamelled paint duly wired with copper wound heavy duty choke starter holder, starter but without lamp complete etc. as reqd. 1559 Mounting rail for TLED lamps 1600 Lumens (TMC 501 P 1xT-LED with Essential LED 18W Tube) 1560 Supplying of wall bracket light fittings suitable for 11 / 13 W CFL lamp. The fitting shall be made up of M.S. powder coated provided with integral ballast, frosted glass and 1 no. 11 / 13 Wlamp duly wired upto the connector block complete as required. (Decon Cat. No.05AAM) 1561 Supplying of ceiling light fittings suitable for 1 x 15/20 W LED lamp. The fitting shall be made up of M.S. powder coated provided with electronic ballast, 1 no. 15/20 W LED lamp duly wired upto the connector block etc. complete as required. 1562 Cirrus Mini Pro 15 / 20 watt & 1100 /1600 Lumens (Philips SM200C LED11S 6500 PSU OD WH) 1563 Supplying of bulk head fittings suitable for 10 W LED lamp complete with ballast & accessories such as glass, wire guard, 60 W CFL lamp etc. complete as required. 1564 Endural LED-Bulkhead, 10 W, 600 lumen Such as (Philips WT202W LED6S CW PSU S2 PC) 1565 Supplying of exhaustfan, all complete with mounting ring frame i/c bracket,but without regulator with shutters in the following sizes. (G.E. ALSTHOM, KHAITAN & HAVELLS COMPANY) 1566 300 mm 4 Pole 1567 Supplying of 1400 mm sweep A.C. electric Ceiling fans, capacitor type with double ball bearing complete with 300 mm down rod, canopies, shackles, blades, but without regulator suitable for operation on 230 / 240 Volts, 50 Hz, single phase, A.C. supply. (CROMPTON, KHAITAN & HAVELLS COMPANY) 1568 Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. 1569 Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover on the fan box etc. as required. 1570 Installation, testing and commissioning of pre-wired, light fixture / compact fluorescent fitting of all types, complete with all accessories and tube/lamp etc. directly on ceiling/ wall, including connections with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable and earthing etc. as required. 1571 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. 1572 Upto 450 mm sweep 1573 Extra for fixing the louvers/ shutters complete with frame for a exhaust fan of all sizes. 1574 Installation, testing and commissioning of wall bracket /ceiling fittings of all sizes and shapes containing upto two GLS/CFL/ LED lamps per fitting, complete with all accessories including connections etc. as required. 1575 Supplying and fixing call bell/ buzzer suitable for single phase, 230 V, complete as required. 1576 SUBHEAD - III - DISTRIBUTION BOARD 1577 Supplying, installing, testing and commissioning of compartmentalised cubical type meter board for installation of single phase meter. The cubical board shall be made of 2mm thick C.R.C.A sheet, duly phosphatised powder coated complete with connection bus bar and following accessories mounted in it. 1578 METER BOARD 1579 INCOMING : 1580 40A TP MCCB having breaking capacity - 25 KA - 1 No. 1581 OUTGOING : 1582 Space for Single phase energy meter - 4 Nos. 1583 25 Amp DP MCB - 4 Nos. 1584 Supplying, installing, testing & commissioning of Single Phase Electronic Energy Meter, tested as per Electricity Boards requirement. 1585 Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 1586 12 way, SPN 1587 Supplying and fixing following rating, double pole, 240 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. 1588 40 amps 1589 Supplying and fixing following rating, double pole, (single phase and neutral), 240 V, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. asrequired. 1590 25 amps 1591 Supplying of XLPE insulated, PVC sheathed 1.1 KV grade Aluminium conductor heavy duty armoured cable as per IS : 7098 of size : 1592 4 x 16 sq.mm. 1593 Providing, laying and fixing following dia RCC pipe NP2 class (light duty) in ground complete with RCC collars, jointing with cement mortar 1:2 (1 cement : 2 fine sand) including trenching (75 cm deep) and refilling etc. as required for crossing road/walls 1594 100 mm dia 1595 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, “C” curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 1596 Single pole 1597 SUBHEAD - IV - EARTHING 1598 Earthing with G.I. earth pipe 4.5 meter long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. 1599 Providing and laying earth connection from earth electrode with 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earth electrode including connection with G.I. thimble excavation and re-filling as required. 1600 Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing as required. 1601 STAFF QUARTERS TYPE III 10 Nos CIVIL WORK 1602 EARTH WORK 1603 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1604 All kinds of soil 1605 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 1606 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 1607 Supplying chemical emulsion in sealed containers including delivery as specified. 1608 Chlorpyriphos/ Lindane emulsifiable concentrate of 20% 1609 Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : 1610 Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: 1611 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration 1612 Excavating, supplying and filling of local earth (including royalty)by mechanical transport upto a lead of 5km also includingramming and watering of the earth in layers not exceeding 20cm in trenches, plinth, sides of foundation etc. complete. 1613 CONCRETE WORK 1614 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1615 1:5:10 (1 Cement : 5 coarse sand (zone-III) : 10 graded stone aggregate 40 mm nominal size) 1616 Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing : 1617 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). 1618 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. 1619 Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size) 1620 Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. 1621 REINFORCEDCEMENTCONCRETE 1622 Centering and shuttering including strutting, propping etc. and removal of form for all heights: 1623 Foundations, footings, bases of columns, etc. for mass concrete 1624 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc 1625 Columns, Pillars, Piers, Abutments, Posts and Struts 1626 Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like 1627 Edges of slabs and breaks in floors and walls 1628 Under 20 cms wide 1629 Suspended floors, roofs, landings, balconies and access platform. 1630 Lintels, beams, plinth beams, girders, bressumers and cantilevers. 1631 Providing precast cement concrete Jali 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 6mm nominal size), reinforced with 1.6 mm dia mild steel wire, including centering and shuttering, roughening cleaning, fixing and finishing with cement mortar 1:3 (1 cement: 3 fine sand) etc. complete, excluding plastering of the jambs, sills and soffits. 1632 50 mm thick 1633 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 1634 Thermo-Mechanically Treated bars of grade Fe-500D or more. 1635 Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. 1636 Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately). 1637 All works upto plinth level 1638 All works above plinth level upto floor V level 1639 Add for using extra cement in the items of design mix over and above the specified cement content therein. 1640 BRICK WORK 1641 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 1642 Cement mortar 1:6 (1 cement : 6 coarse sand) 1643 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for seperately). 1644 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. 1645 Cement mortar 1:4 (1 cement :4 coarse sand) 1646 Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry. 1647 Brick edging 7cm wide 11.4 cm deep to plinth protection with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 including grouting with cement mortar 1:4 (1 cement : 4 fine sand). 1648 MARBLE WORK 1649 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. 1650 Granite of any colour and shade 1651 Area of slab over 0.50 sqm 1652 Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. 1653 Granite work 1654 Extra for fixing marble /granite stone, over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete. 1655 Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter and similar location in marble/ Granite/ stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete. 1656 WOOD WORK & PVC WORK 1657 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately). 1658 Second class teak wood 1659 Extra for providing frosted glass panes 4 mm thick instead of ordinary float glass panes 4 mm thick in doors, windows and clerestory window shutters. (Area of opening for glass panes excluding portion inside rebate shall be measured). 1660 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 1661 25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. Piano hinges IS : 3818 marked with necessary screws 1662 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 1663 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 1664 Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). 1665 Providing and fixing wire gauge shutters using galvanized M.S. wire gauge of average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws : 1666 35 mm thick shutters 1667 Kiln seasoned and chemically treated hollock wood 1668 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. 1669 Fixed to steel windows by welding 1670 Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete. 1671 With 12 mm mild steel U beading 1672 Providing and fixing oxidised M.S. casement stays (straight peg type) with necessary screws etc. complete. 1673 250 mm weighing not less than 150 gms 1674 Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : 1675 250x16 mm 1676 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 1677 200x10 mm 1678 Providing and fixing aluminium handles, ISI marked, anodised (anodiccoating not less than grade AC 10 as per IS : 1868) transparent or dyedto required colour or shade, with necessary screws etc. complete : 1679 125 mm 1680 Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. 1681 Twin rubber stopper 1682 Providing & Fixing decorative high pressure laminated sheet of plain / wood grain in gloss / matt/ suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 Type S, including cost of adhesive of approved quality. 1683 1.5 mm thick 1684 Providing and fixing Pre-laminated flat pressed 3 layer (medium density)particle board or graded wood particle board IS : 3087 marked, with oneside decorative and other side balancing lamination Grade I, Type IIexterior grade IS : 12823 marked, in shelves with screws and fittingswherever required, edges to be painted with polyurethane primer (fittingsto be paid separately). 1685 18 mm thick 1686 Providing and fixing factory made uPVC white colour sliding glazed window upto 1.50 m in height dimension comprising of uPVC multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardwares and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes, wire mesh and silicon sealent shall be paid separately). Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. 1687 Three track three panels sliding window with fly proof S.S wire mesh (Two nos. glazed & one no. wire mesh panels) made of (big series) frame 116 x 45 mm & sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 1.75 sqm). 1688 Providing and fixing ISI marked oxidised M.S. single acting spring hingeswith necessary screws etc. complete : 1689 150 mm 1690 Providing and fixing oxidised M.S. hasp and staple (safety type)conforming to IS : 363 with necessary screws etc. complete : 1691 90 mm 1692 Providing and fixing special quality bright finished brass cupboard or ward robe locks with four levers of approved quality including necessary screws etc. complete. 1693 75 mm 1694 Providing and fixing wooden moulded corner beading of triangular shape to the junction of panelling etc. with iron screws, plugs and priming coat on unexposed surface etc. complete 2nd class teak wood. 1695 50x50 mm (base and height) 1696 Float glass panes 1697 4 mm thick glass pane (weight not less than 10kg/sqm). 1698 STEEL WORK 1699 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. 1700 Using M.S. angles 40x40x6 mm for diagonal braces 1701 Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). 1702 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 1703 Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 1704 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 1705 Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. 1706 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. 1707 M.S. tube 1708 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 1709 4.0 mm thick glass panes 1710 FLOORING 1711 Providing and fixing glass strips in joints of terrazo/ cement concrete floors. 1712 40 mm wide and 4 mm thick 1713 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 1714 25 mm thick. 1715 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 1716 Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab. 1717 Extra for Kota stone/ sand stone in treads of steps and risers using single length up to 1.05 metre. 1718 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 1719 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including pointing the joints with white cement and matching pigment etc., complete. 1720 Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand),jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete. 1721 Size of Tile 600x600 mm 1722 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1cement: 3 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joint with white cement & matching pigments etc. complete. 1723 Size of Tile 400x400 mm 1724 ROOFING 1725 Providing and laying brick tiles over mumty roofs, grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement, over 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat. 1726 With common burnt clay F.P.S. (non modular) brick tilesof class designation 10 1727 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. 1728 FINISHING 1729 12 mm cement plaster of mix 1730 1:6 (1 cement: 6 coarse sand) 1731 15 mm cement plaster on rough side of single or half brick wall of mix: 1732 1:6 (1 cement: 6 coarse sand) 1733 Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floatingcoat of neat cement. 1734 20 mm cement plaster 1735 6mm cement plaster of mix 1736 1:3 (1 cement : 3 fine sand) 1737 White washing with lime to give an even shade : 1738 New work (three or more coats) 1739 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : 1740 New work (two or more coats) over and including water thinnable priming coat with cement primer 1741 Finishing walls with Premium Acrylic Smooth exterior paint withSilicone additives of required shade: 1742 New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) 1743 Applying priming coat: 1744 With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) 1745 With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works 1746 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : 1747 Two or more coats on new work 1748 Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade : 1749 Two or more coats on new work 1750 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 1751 WATER PROOFING 1752 Providing and laying in situ seven course water proofing treatment with APP (Atactic poly-propylene) modified Polymeric memberane over roof consisting of first coat of bitumen primer @ 0.40 litre per sqm, 2nd, 4th & 6th courses of bonding material @ 1.20 Kg/sqm, which shall consist of blown type bitumen of grade 85/25 conforming to IS : 702, 3rd and 5th layers of roofing membrane APP modified Polymeric membrane 1.5 mm thick of 2.25 Kg/sqm weight consisting of five layers prefabricated with centre core as 20 micron HMHDPE film sandwiched on both sides with polymeric mix and the polymeric mix is protected on both side with 20 micron HMHDPE film. 7th, the top most layer shall be finished with brick tiles of class designation 10 grouted with cement mortar 1:3 (1cement : 3 fine sand) mixed with 2% integral water proofing compound by weight of cement over a 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat (item of laying brick tiles shall be paid for separately). 1753 Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. 1754 Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. 1755 After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. 1756 Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. 1757 The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge : 1758 Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of: 1759 Ist course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound conforming to IS 2645 in recommended proportions including rounding off junction of vertical and horizontal surface. 1760 IInd course of 20 mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface. 1761 IIIrd course of applying blown or residual bitumen applied hot at 1.7 kg. per sqm of area. 1762 IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 kg/ sqm). 1763 NON SHEDULE ITEMS 1764 Providing and laying cinder filling in sunken floors and other locationswith approved quality cinder including watering and light ramming etc.required for proper compaction/completion of the work complete in all respects as per drawings and as directed by the Engineer in Charge. 1765 Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 1766 150 mm 1767 Providing and fixing aluminium door buffer of approved make, design and colour with necessary screws etc all complete as directed and specified by the Engineer-in-Charge : 1768 Providing and laying 1st quality ceramic glazed Anti skid floortiles of size 300x300 mm (thickness to be specified by the manufacturer) conforming to IS:15622 in all colours, shades, sizes as approved over 20 mm thick bed of Cement Mortar 1: 4 (1 cement : 4 Coarse Sand) including pointing the joints with white cement and matching pigment etc complete in all respects as per specifications/drawings and to the entire satisfaction to the Architect. 1769 STAFF QUARTER-III (G+1) 10 NOSPLUMBING WORK 1770 EARTH WORK 1771 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1772 All kinds of soil. 1773 Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : 1774 All kinds of soil 1775 Pipes, cables etc, not exceeding 80 mm dia. 1776 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia 1777 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 1778 ROOFING 1779 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 1780 110 mm diameter 1781 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 1782 Coupler 1783 110 mm 1784 Bend 87.5° 1785 110 mm bend 1786 Shoe (Plain) 1787 110 mm Shoe 1788 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 1789 110 mm 1790 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. 1791 SANITARY INSTALLATIONS 1792 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: 1793 White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests 1794 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required. 1795 W.C. pan with ISI marked white solid plastic seat and lid 1796 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: 1797 White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap 1798 Providing and fixing Stainless Steel A ISi 304 (18/8) kitchen sink as per IS: 13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : 1799 Kitchen sink with drain board 1800 510x1040 mm bowl depth 250 mm 1801 Extra for using coloured pedestal type W.C pan (European type) with low level cistern of same colour instead of white vitreous china W.C pan and cistern. 1802 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 1803 Providing and fixing toilet paper holder : 1804 Vitreous china 1805 Providing and fixing soil, waste and vent pipes : 1806 100 mm dia. 1807 Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 1808 75mm diameter 1809 Centrifugally cast (spun) iron socketed pipe as per IS: 3989 1810 Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc. : 1811 For 100 mm dia. pipe 1812 For 75 mm dia. pipe 1813 Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. 1814 100 mm 1815 Sand cast iron S&S as per IS - 3989 1816 75 mm 1817 Sand cast iron S&S as per IS- 3989 1818 Providing and fixing plain bend of required degree. 1819 100 mm 1820 Sand cast iron S&S as per IS : 3989 1821 75 mm 1822 Sand cast iron S&S as per IS - 3989 1823 Providing and fixing heel rest sanitary bend 1824 100 mmdia 1825 Sand cast iron S&S as per IS - 3989 1826 75 mm dia 1827 Sand cast iron S&S as per IS - 3989 1828 Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3mm thick,bolts and nuts complete. 1829 100x100x100mm 1830 Sand cast iron S&S as per IS - 3989 1831 75x75x75mm 1832 Sand cast iron S&S as per IS - 3989 1833 Providing and fixing single equal plain junction of required degree 1834 100x100x100mm 1835 Sand cast iron S&S as per IS - 3989 1836 75x75x75mm 1837 Sand cast iron S&S as per IS - 3989 1838 Providing and fixing door piece, insertion rubber washer 3mm thick, bolts & nuts complete : 1839 100 mm 1840 Sand cast iron S&S as per IS - 3989 1841 75 mm 1842 Sand cast iron S&S as per IS - 3989 1843 Providing and fixing terminal guard : 1844 100 mm 1845 Sand cast iron S&S as per IS - 3989 1846 75 mm 1847 Sand cast iron S&S as per IS - 3989 1848 Providing and fixing collar : 1849 100 mm 1850 Sand cast iron S&S as per IS - 3989 1851 75 mm 1852 Sand cast iron S&S as per IS - 3989 1853 Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and fittings of diameter : 1854 100 mm 1855 75 mm 1856 Providing and fixing M.S. stays and clamps for sand cast iron/ centrifugally cast (spun) iron pipes of diameter : 1857 100 mm 1858 75 mm 1859 Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : 1860 100 mm inlet and 100 mm outlet 1861 Sand Cast Iron S&S as per IS: 1729 1862 Cutting chases in brick masonry walls for following diameter sand cast iron/ centrifugally cast (spun) iron pipes and making good the same with cement concrete 1:3:6 ( 1 cement : 3 coarse sand :6 graded stone aggregate 12.5 mm nominal size), including necessary plaster and pointing in cement mortar 1:4 (1 cement : 4 coarse sand) : 1863 100 mm dia 1864 Painting sand cast iron/ centrifugally cast (spun) iron soil, waste vent pipes and fittings with two coats of synthetic enamel paint of any colour such as chocolate grey, or buff etc. over a coat of primer (of approved quality) for new work : 1865 100 mm diameter pipe 1866 75 mm diameter pipe 1867 Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour. 1868 Waste coupling 38 mm dia of 83 mm length and 77mm breadth, weighing not less than 60 gms 1869 Providing and fixing PTMT Bottle Trap for Wash basin and sink. 1870 Bottle trap 31mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms 1871 Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. 1872 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 1873 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. 1874 Providing and fixing G.I. pipes complete with G.I. fittings including trenching & refilling. 1875 External work 1876 32mmdia nominal bore 1877 40mmdia nominal bore 1878 50mmdia nominal bore 1879 WATER SUPPLY 1880 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. 1881 Internal work - Exposed on wall 1882 25 mm nominal outer dia Pipes metre 1883 32 mm nominal outer dia Pipes metre 1884 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. 1885 Concealed work, including cutting chases and making good the walls etc. 1886 15 mm nominal outer dia Pipes 1887 20 mm nominal outer dia Pipes 1888 Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 1889 25 to 40 mm nominal bore 1890 Providing and fixing brass stop cock of approved quality : 1891 15 mm nominal bore 1892 20 mm nominal bore 1893 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 1894 25mm nominal bore 1895 32mm nominal bore 1896 40mm nominal bore 1897 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 1898 25 mm nominal bore 1899 Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main : 1900 25 mm nominal bore 1901 Providing and fixing uplasticised PVC connection pipe with brass unions : 1902 45 cm length 1903 15 mm nominal bore 1904 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 1905 100 mm diameter 1906 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 1907 Rectangular tank 1908 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 1909 15 mm nominal bore 1910 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 1911 15 mm nominal bore 1912 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 1913 15 mm nominal bore. 1914 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 1915 15 mm nominal bore 1916 Providing and fixing PTMT grating of approved quality and colour. 1917 Circular type. 1918 100 mm nominal dia. 1919 Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof. 1920 SEWARAGE & DRAINAGE 1921 Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 1922 100 mm diameter 1923 150 mm diameter 1924 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : 1925 100 mm diameter S.W. pipe 1926 150 mm diameter S.W. pipe 1927 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70kg as per standard design: 1928 150 x 100 mm size P type 1929 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 1930 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : 1931 Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : 1932 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 1933 Extra for depth for manholes : 1934 Size 90x80 cm 1935 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 1936 Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufactures permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. 1937 Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : 1938 For pipes 100 to 250 mm diameter 1939 Providing, laying and jointing non pressure NP2 class (light duty)RCC pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 1940 150 mm dia RCC pipe 1941 250 mm dia RCC pipe 1942 NON SHEDULE ITEMS 1943 Providing and fixing floor drain points of 75 x 50mmreducer bend with 100 mm dia CP grating with frame, embedded in floor including making joints with waste pipe etc. complete in all respects as per drawing and as directed by theEngineer in Charge. 1944 Providing & fixing Sink Mixer with Swinging Casted Spout (Wall Mounted Jaquar model CON-309 KN)/approved equal with 450mm long copper pipes & brass nuts. 1945 Providing and fixing concealed single leverbath & overhead shower mixer of hindware make and model No.(F360019CP) respectively or equivalent approved make as approved byEngineer in charge. 1946 Supplying, fixing, testing and commissioning of storage type water heater (Geyser) etc. with Stainless steel body , copper container , automatic thermostatic control electric element, pressure release valve, M.S. nuts and bolts etc. conforming to IS: 2082 1947 25 Litre Capacity 1948 STAFF QTRS TYPE III (G+1) 10 NOSELECTRICAL WORK 1949 SUBHEAD - I - WIRING 1950 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 1951 Group C 1952 Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. 1953 Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required. 1954 4 Module (125 mmX75 mm) 1955 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 1956 15/16 A switch 1957 3 pin 5/6 A socket outlet 1958 Telephone socket outlet 1959 TV antenna socket outlet 1960 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required. 1961 2 x 2.5 sq.mm + 1 x 2.5 sq.mm earth wire 1962 2 X 10 sq. mm + 1 X 6 sq. mm earth wire 1963 Supplying and drawing co-axial TV cable RG-6 grade, 0.7 mm solid copper conductor PE insulated, shielded with fine tinned copper braid and protected with PVC sheath in the existing surface/ recessed steel/ PVC conduit as required. 1964 Supplying and fixing of following sizes of steel conduit along with accessories in surface/recess including painting in case of surface conduit, or cutting the wall and making good the same in case of recessed conduit as required. 1965 25 mm 1966 Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required. 1967 1 or 2 Module (75 mmX75 mm) 1968 Supplying and drawing following pair 0.5 mm dia FRLS PVC insulated annealed copper conductor, unarmored telephone cable in the existing surface/ recessed steel/ PVC conduit as required. 1969 2 Pair 1970 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 1971 20 mm 1972 25 mm 1973 Providing and fixing in position 2mm thick M.S. Telephone junction box of size suitable for fixing of following Krone Tag Block with key lock arrangement. Also provide clamps for fixing tag blocks. 1974 10 pair Telephone Tag Blockwith box 1975 Supplying, laying of 10 pair unarmoured PVC insulated copper conductor (ATC) telephone cable in ground/existing pipes/on wall and making connection with telephone main junction box (MDF) including supports and all accessories as required 1976 10 Pair Cable unarmoured 1977 SUBHEAD - II - SUPPLY & INSTALLATION OF FITTINGS 1978 Supplying of following box type Fl. fitting made out of CRCA sheet finished in antirust treated non-yellowing super white stove enamelled paint duly wired with copper wound heavy duty choke starter holder, starter but without lamp complete etc. as reqd. 1979 Mounting rail for TLED lamps 1600 Lumens (TMC 501 P 1xT-LED with Essential LED 18W Tube) 1980 Supplying of wall bracket light fittings suitable for 11 / 13 W CFL lamp. The fitting shall be made up of M.S. powder coated provided with integral ballast, frosted glass and 1 no. 11 / 13 Wlamp duly wired upto the connector block complete as required. (Decon Cat. No.05AAM) 1981 Supplying of ceiling light fittings suitable for 1 x 15/20 W LED lamp. The fitting shall be made up of M.S. powder coated provided with electronic ballast, 1 no. 15/20 W LED lamp duly wired upto the connector block etc. complete as required. 1982 Cirrus Mini Pro 15 / 20 watt & 1100 /1600 Lumens (Philips SM200C LED11S 6500 PSU OD WH) 1983 Supplying of bulk head fittings suitable for 10 W LED lamp complete with ballast & accessories such as glass, wire guard, 60 W CFL lamp etc. complete as required. 1984 Endural LED-Bulkhead, 10 W, 600 lumen Such as (Philips WT202W LED6S CW PSU S2 PC) 1985 Supplying of exhaustfan, all complete with mounting ring frame i/c bracket,but without regulator with shutters in the following sizes. (G.E. ALSTHOM, KHAITAN & HAVELLS COMPANY) 1986 300 mm 4 Pole 1987 Supplying of 1400 mm sweep A.C. electric Ceiling fans, capacitor type with double ball bearing complete with 300 mm down rod, canopies, shackles, blades, but without regulator suitable for operation on 230 / 240 Volts, 50 Hz, single phase, A.C. supply. (CROMPTON, KHAITAN & HAVELLS COMPANY) 1988 Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. 1989 Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover on the fan box etc. as required. 1990 Installation, testing and commissioning of pre-wired, light fixture / compact fluorescent fitting of all types, complete with all accessories and tube/lamp etc. directly on ceiling/ wall, including connections with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable and earthing etc. as required. 1991 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. 1992 Upto 450 mm sweep 1993 Extra for fixing the louvers/ shutters complete with frame for a exhaust fan of all sizes. 1994 Installation, testing and commissioning of wall bracket /ceiling fittings of all sizes and shapes containing upto two GLS/CFL/ LED lamps per fitting, complete with all accessories including connections etc. as required. 1995 Supplying and fixing call bell/ buzzer suitable for single phase, 230 V, complete as required. 1996 SUBHEAD - III - DISTRIBUTION BOARD 1997 Supplying, installing, testing and commissioning of compartmentalised cubical type meter board for installation of single phase meter. The cubical board shall be made of 2mm thick C.R.C.A sheet, duly phosphatised powder coated complete with connection bus bar and following accessories mounted in it. 1998 METER BOARD 1999 INCOMING : 2000 40A TP MCCB having breaking capacity - 25 KA - 1 No. 2001 OUTGOING : 2002 Space for Single phase energy meter - 4 Nos. 2003 25 Amp DP MCB - 4 Nos. 2004 Supplying, installing, testing & commissioning of Single Phase Electronic Energy Meter, tested as per Electricity Boards requirement. 2005 Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 2006 12 way, SPN 2007 Supplying and fixing following rating, double pole, 240 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. 2008 40 amps 2009 Supplying and fixing following rating, double pole, (single phase and neutral), 240 V, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. asrequired. 2010 25 amps 2011 Supplying of XLPE insulated, PVC sheathed 1.1 KV grade Aluminium conductor heavy duty armoured cable as per IS : 7098 of size : 2012 4 x 16 sq.mm. 2013 Providing, laying and fixing following dia RCC pipe NP2 class (light duty) in ground complete with RCC collars, jointing with cement mortar 1:2 (1 cement : 2 fine sand) including trenching (75 cm deep) and refilling etc. as required for crossing road/walls 2014 100 mm dia 2015 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, “C” curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 2016 Single pole 2017 SUBHEAD - IV - EARTHING 2018 Earthing with G.I. earth pipe 4.5 meter long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. 2019 Providing and laying earth connection from earth electrode with 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earth electrode including connection with G.I. thimble excavation and re-filling as required. 2020 Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing as required. 2021 SUBHEAD - V- LIGHTNING CONDUCTOR 2022 Providing and fixing of lightning conductor finial, made of 25mm dia 300 mm long, G.I. tube, having single prong at top, with85 mm dia 6 mm thick G.I. base plate including holes etc.complete as required. 2023 Jointing copper / G.I. tape (with another copper/ G I tape, base of the finial or any other metallic object) by riveting / nut bolting/ sweating and soldering etc as required. 2024 Fixing of copper/ G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required.(For horizontal run) 2025 Fixing of copper/ G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required.(For vertical run) 2026 Providing and fixing testing joint, made of 20 mm X 3 mm thickG.I. strip, 125 mm long, with 4 nos. of G.I. bolts, nuts, chucknuts and spring washers etc. complete as required. 2027 Laying copper/ G.I. tape 32 mm X 6 mm from earth electrodedirectly in ground as required 2028 STAFF QUARTERS TYPE II5 NosCivil Work 2029 EARTH WORK 2030 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2031 All kinds of soil 2032 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 2033 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 2034 Supplying chemical emulsion in sealed containers including delivery as specified. 2035 Chlorpyriphos/ Lindane emulsifiable concentrate of 20% 2036 Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : 2037 Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: 2038 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration 2039 Excavating, supplying and filling of local earth (including royalty)by mechanical transport upto a lead of 5km also includingramming and watering of the earth in layers not exceeding 20cm in trenches, plinth, sides of foundation etc. complete. 2040 CONCRETE WORK 2041 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 2042 1:5:10 (1 Cement : 5 coarse sand (zone-III) : 10 graded stone aggregate 40 mm nominal size) 2043 Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing : 2044 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). 2045 Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size) 2046 Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. 2047 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. 2048 REINFORCEDCEMENTCONCRETE 2049 Centering and shuttering including strutting, propping etc. and removal of form for all heights: 2050 Foundations, footings, bases of columns, etc. for mass concrete 2051 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc 2052 Columns, Pillars, Piers, Abutments, Posts and Struts 2053 Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like 2054 Edges of slabs and breaks in floors and walls 2055 Under 20 cms wide 2056 Suspended floors, roofs, landings, balconies and access platform. 2057 Lintels, beams, plinth beams, girders, bressumers and cantilevers. 2058 Providing precast cement concrete Jali 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 6mm nominal size), reinforced with 1.6 mm dia mild steel wire, including centering and shuttering, roughening cleaning, fixing and finishing with cement mortar 1:3 (1 cement: 3 fine sand) etc. complete, excluding plastering of the jambs, sills and soffits. 2059 50 mm thick 2060 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 2061 Thermo-Mechanically Treated bars of grade Fe-500D or more. 2062 Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. 2063 Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately). 2064 All works upto plinth level 2065 All works above plinth level upto floor V level 2066 Add for using extra cement in the items of design mix over and above the specified cement content therein. 2067 BRICK WORK 2068 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 2069 Cement mortar 1:6 (1 cement : 6 coarse sand) 2070 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for seperately). 2071 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. 2072 Cement mortar 1:4 (1 cement :4 coarse sand) 2073 Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry. 2074 Brick edging 7cm wide 11.4 cm deep to plinth protection with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 including grouting with cement mortar 1:4 (1 cement : 4 fine sand). 2075 MARBLE WORK 2076 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. 2077 Granite of any colour and shade 2078 Area of slab over 0.50 sqm 2079 Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. 2080 Granite work 2081 Extra for fixing marble /granite stone, over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete. 2082 Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter and similar location in marble/ Granite/ stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete. 2083 WOOD WORK & PVC WORK 2084 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately). 2085 Second class teak wood 2086 Extra for providing frosted glass panes 4 mm thick instead of ordinary float glass panes 4 mm thick in doors, windows and clerestory window shutters. (Area of opening for glass panes excluding portion inside rebate shall be measured). 2087 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 2088 25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. Piano hinges IS : 3818 marked with necessary screws 2089 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 2090 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 2091 Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). 2092 Providing and fixing wire gauge shutters using galvanized M.S. wire gauge of average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws : 2093 35 mm thick shutters 2094 Kiln seasoned and chemically treated hollock wood 2095 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. 2096 Fixed to steel windows by welding 2097 Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete. 2098 With 12 mm mild steel U beading 2099 Providing and fixing oxidised M.S. casement stays (straight peg type) with necessary screws etc. complete. 2100 250 mm weighing not less than 150 gms 2101 Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : 2102 250x16 mm 2103 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 2104 200x10 mm 2105 Providing and fixing aluminium handles, ISI marked, anodised (anodiccoating not less than grade AC 10 as per IS : 1868) transparent or dyedto required colour or shade, with necessary screws etc. complete : 2106 125 mm 2107 Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. 2108 Twin rubber stopper 2109 Providing & Fixing decorative high pressure laminated sheet of plain / wood grain in gloss / matt/ suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 Type S, including cost of adhesive of approved quality. 2110 1.5 mm thick 2111 Providing and fixing Pre-laminated flat pressed 3 layer (medium density)particle board or graded wood particle board IS : 3087 marked, with oneside decorative and other side balancing lamination Grade I, Type IIexterior grade IS : 12823 marked, in shelves with screws and fittingswherever required, edges to be painted with polyurethane primer (fittingsto be paid separately). 2112 18 mm thick 2113 Providing and fixing factory made uPVC white colour sliding glazed window upto 1.50 m in height dimension comprising of uPVC multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardwares and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes, wire mesh and silicon sealent shall be paid separately). Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. 2114 Three track three panels sliding window with fly proof S.S wire mesh (Two nos. glazed & one no. wire mesh panels) made of (big series) frame 116 x 45 mm & sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 1.75 sqm). 2115 Providing and fixing ISI marked oxidised M.S. single acting spring hingeswith necessary screws etc. complete : 2116 150 mm 2117 Providing and fixing oxidised M.S. hasp and staple (safety type)conforming to IS : 363 with necessary screws etc. complete : 2118 90 mm 2119 Providing and fixing special quality bright finished brass cupboard or ward robe locks with four levers of approved quality including necessary screws etc. complete. 2120 75 mm 2121 Providing and fixing wooden moulded corner beading of triangular shape to the junction of panelling etc. with iron screws, plugs and priming coat on unexposed surface etc. complete 2nd class teak wood. 2122 50x50 mm (base and height) 2123 Float glass panes 2124 4 mm thick glass pane (weight not less than 10kg/sqm). 2125 STEEL WORK 2126 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. 2127 Using M.S. angles 40x40x6 mm for diagonal braces 2128 Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). 2129 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 2130 Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 2131 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 2132 Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. 2133 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. 2134 M.S. tube 2135 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 2136 4.0 mm thick glass panes 2137 FLOORING 2138 Providing and fixing glass strips in joints of terrazo/ cement concrete floors. 2139 40 mm wide and 4 mm thick 2140 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 2141 25 mm thick. 2142 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 2143 Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab. 2144 Extra for Kota stone/ sand stone in treads of steps and risers using single length up to 1.05 metre. 2145 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 2146 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including pointing the joints with white cement and matching pigment etc., complete. 2147 Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand),jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete. 2148 Size of Tile 600x600 mm 2149 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1cement: 3 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joint with white cement & matching pigments etc. complete. 2150 Size of Tile 400x400 mm 2151 ROOFING 2152 Providing and laying brick tiles over mumty roofs, grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement, over 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat. 2153 With common burnt clay F.P.S. (non modular) brick tilesof class designation 10 2154 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. 2155 FINISHING 2156 12 mm cement plaster of mix 2157 1:6 (1 cement: 6 coarse sand) 2158 15 mm cement plaster on rough side of single or half brick wall of mix: 2159 1:6 (1 cement: 6 coarse sand) 2160 Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floatingcoat of neat cement. 2161 20 mm cement plaster 2162 6mm cement plaster of mix 2163 1:3 (1 cement : 3 fine sand) 2164 White washing with lime to give an even shade : 2165 New work (three or more coats) 2166 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : 2167 New work (two or more coats) over and including water thinnable priming coat with cement primer 2168 Finishing walls with Premium Acrylic Smooth exterior paint withSilicone additives of required shade: 2169 New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) 2170 Applying priming coat: 2171 With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) 2172 With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works 2173 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : 2174 Two or more coats on new work 2175 Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade : 2176 Two or more coats on new work 2177 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 2178 WATER PROOFING 2179 Providing and laying in situ seven course water proofing treatment with APP (Atactic poly-propylene) modified Polymeric memberane over roof consisting of first coat of bitumen primer @ 0.40 litre per sqm, 2nd, 4th & 6th courses of bonding material @ 1.20 Kg/sqm, which shall consist of blown type bitumen of grade 85/25 conforming to IS : 702, 3rd and 5th layers of roofing membrane APP modified Polymeric membrane 1.5 mm thick of 2.25 Kg/sqm weight consisting of five layers prefabricated with centre core as 20 micron HMHDPE film sandwiched on both sides with polymeric mix and the polymeric mix is protected on both side with 20 micron HMHDPE film. 7th, the top most layer shall be finished with brick tiles of class designation 10 grouted with cement mortar 1:3 (1cement : 3 fine sand) mixed with 2% integral water proofing compound by weight of cement over a 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat (item of laying brick tiles shall be paid for separately). 2180 Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. 2181 Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. 2182 After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. 2183 Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. 2184 The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge : 2185 Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of: 2186 Ist course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound conforming to IS 2645 in recommended proportions including rounding off junction of vertical and horizontal surface. 2187 IInd course of 20 mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface. 2188 IIIrd course of applying blown or residual bitumen applied hot at 1.7 kg. per sqm of area. 2189 IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 kg/ sqm). 2190 NON SHEDULE ITEMS 2191 Providing and laying cinder filling in sunken floors and other locationswith approved quality cinder including watering and light ramming etc.required for proper compaction/completion of the work complete in all respects as per drawings and as directed by the Engineer in Charge. 2192 Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 2193 150 mm 2194 Providing and fixing aluminium door buffer of approved make, design and colour with necessary screws etc all complete as directed and specified by the Engineer-in-Charge : 2195 Providing and laying 1st quality ceramic glazed Anti skid floortiles of size 300x300 mm (thickness to be specified by the manufacturer) conforming to IS:15622 in all colours, shades, sizes as approved over 20 mm thick bed of Cement Mortar 1: 4 (1 cement : 4 Coarse Sand) including pointing the joints with white cement and matching pigment etc complete in all respects as per specifications/drawings and to the entire satisfaction to the Architect. 2196 STAFF QUARTER-II (G+1)5 NosPlumbing work 2197 EARTH WORK 2198 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2199 All kinds of soil. 2200 Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : 2201 All kinds of soil 2202 Pipes, cables etc, not exceeding 80 mm dia. 2203 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia 2204 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 2205 ROOFING 2206 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 2207 110 mm diameter 2208 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 2209 Coupler 2210 110 mm 2211 Bend 87.5° 2212 110 mm bend 2213 Shoe (Plain) 2214 110 mm Shoe 2215 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 2216 110 mm 2217 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. 2218 SANITARY INSTALLATIONS 2219 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: 2220 White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests 2221 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required. 2222 W.C. pan with ISI marked white solid plastic seat and lid 2223 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: 2224 White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap 2225 Providing and fixing Stainless Steel A ISi 304 (18/8) kitchen sink as per IS: 13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : 2226 Kitchen sink with drain board 2227 510x1040 mm bowl depth 250 mm 2228 Extra for using coloured pedestal type W.C pan (European type) with low level cistern of same colour instead of white vitreous china W.C pan and cistern. 2229 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 2230 Providing and fixing toilet paper holder : 2231 Vitreous china 2232 Providing and fixing soil, waste and vent pipes : 2233 100 mm dia. 2234 Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 2235 75mm diameter 2236 Centrifugally cast (spun) iron socketed pipe as per IS: 3989 2237 Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc. : 2238 For 100 mm dia. pipe 2239 For 75 mm dia. pipe 2240 Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. 2241 100 mm 2242 Sand cast iron S&S as per IS - 3989 2243 75 mm 2244 Sand cast iron S&S as per IS- 3989 2245 Providing and fixing plain bend of required degree. 2246 100 mm 2247 Sand cast iron S&S as per IS : 3989 2248 75 mm 2249 Sand cast iron S&S as per IS - 3989 2250 Providing and fixing heel rest sanitary bend 2251 100 mmdia 2252 Sand cast iron S&S as per IS - 3989 2253 75 mm dia 2254 Sand cast iron S&S as per IS - 3989 2255 Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3mm thick,bolts and nuts complete. 2256 100x100x100mm 2257 Sand cast iron S&S as per IS - 3989 2258 75x75x75mm 2259 Sand cast iron S&S as per IS - 3989 2260 Providing and fixing single equal plain junction of required degree 2261 100x100x100mm 2262 Sand cast iron S&S as per IS - 3989 2263 75x75x75mm 2264 Sand cast iron S&S as per IS - 3989 2265 Providing and fixing door piece, insertion rubber washer 3mm thick, bolts & nuts complete : 2266 100 mm 2267 Sand cast iron S&S as per IS - 3989 2268 75 mm 2269 Sand cast iron S&S as per IS - 3989 2270 Providing and fixing terminal guard : 2271 100 mm 2272 Sand cast iron S&S as per IS - 3989 2273 75 mm 2274 Sand cast iron S&S as per IS - 3989 2275 Providing and fixing collar : 2276 100 mm 2277 Sand cast iron S&S as per IS - 3989 2278 75 mm 2279 Sand cast iron S&S as per IS - 3989 2280 Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and fittings of diameter : 2281 100 mm 2282 75 mm 2283 Providing and fixing M.S. stays and clamps for sand cast iron/ centrifugally cast (spun) iron pipes of diameter : 2284 100 mm 2285 75 mm 2286 Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : 2287 100 mm inlet and 100 mm outlet 2288 Sand Cast Iron S&S as per IS: 1729 2289 Cutting chases in brick masonry walls for following diameter sand cast iron/ centrifugally cast (spun) iron pipes and making good the same with cement concrete 1:3:6 ( 1 cement : 3 coarse sand :6 graded stone aggregate 12.5 mm nominal size), including necessary plaster and pointing in cement mortar 1:4 (1 cement : 4 coarse sand) : 2290 100 mm dia 2291 Painting sand cast iron/ centrifugally cast (spun) iron soil, waste vent pipes and fittings with two coats of synthetic enamel paint of any colour such as chocolate grey, or buff etc. over a coat of primer (of approved quality) for new work : 2292 100 mm diameter pipe 2293 75 mm diameter pipe 2294 Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour. 2295 Waste coupling 38 mm dia of 83 mm length and 77mm breadth, weighing not less than 60 gms 2296 Providing and fixing PTMT Bottle Trap for Wash basin and sink. 2297 Bottle trap 31mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms 2298 Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. 2299 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 2300 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. 2301 Providing and fixing G.I. pipes complete with G.I. fittings including trenching & refilling. 2302 External work 2303 32mmdia nominal bore 2304 40mmdia nominal bore 2305 50mmdia nominal bore 2306 WATER SUPPLY 2307 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. 2308 Internal work - Exposed on wall 2309 25 mm nominal outer dia Pipes metre 2310 32 mm nominal outer dia Pipes metre 2311 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. 2312 Concealed work, including cutting chases and making good the walls etc. 2313 15 mm nominal outer dia Pipes 2314 20 mm nominal outer dia Pipes 2315 Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 2316 25 to 40 mm nominal bore 2317 Providing and fixing brass stop cock of approved quality : 2318 15 mm nominal bore 2319 20 mm nominal bore 2320 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 2321 25mm nominal bore 2322 32mm nominal bore 2323 40mm nominal bore 2324 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 2325 25 mm nominal bore 2326 Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main : 2327 25 mm nominal bore 2328 Providing and fixing uplasticised PVC connection pipe with brass unions : 2329 45 cm length 2330 15 mm nominal bore 2331 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 2332 100 mm diameter 2333 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 2334 Rectangular tank 2335 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 2336 15 mm nominal bore 2337 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 2338 15 mm nominal bore 2339 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 2340 15 mm nominal bore. 2341 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 2342 15 mm nominal bore 2343 Providing and fixing PTMT grating of approved quality and colour. 2344 Circular type. 2345 100 mm nominal dia. 2346 Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof. 2347 SEWARAGE & DRAINAGE 2348 Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 2349 100 mm diameter 2350 150 mm diameter 2351 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : 2352 100 mm diameter S.W. pipe 2353 150 mm diameter S.W. pipe 2354 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70kg as per standard design: 2355 150 x 100 mm size P type 2356 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 2357 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : 2358 Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : 2359 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 2360 Extra for depth for manholes : 2361 Size 90x80 cm 2362 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 2363 Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufactures permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. 2364 Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : 2365 For pipes 100 to 250 mm diameter 2366 Providing, laying and jointing non pressure NP2 class (light duty)RCC pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 2367 150 mm dia RCC pipe 2368 STAFF QUARTER-II (G+1)5 NosElectrical Work 2369 SUBHEAD - I - WIRING 2370 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 2371 Group C 2372 Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. 2373 Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required. 2374 4 Module (125 mmX75 mm) 2375 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 2376 15/16 A switch 2377 3 pin 5/6 A socket outlet 2378 Telephone socket outlet 2379 TV antenna socket outlet 2380 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required. 2381 2 x 2.5 sq.mm + 1 x 2.5 sq.mm earth wire 2382 2 X 10 sq. mm + 1 X 6 sq. mm earth wire 2383 Supplying and drawing co-axial TV cable RG-6 grade, 0.7 mm solid copper conductor PE insulated, shielded with fine tinned copper braid and protected with PVC sheath in the existing surface/ recessed steel/ PVC conduit as required. 2384 Supplying and fixing of following sizes of steel conduit along with accessories in surface/recess including painting in case of surface conduit, or cutting the wall and making good the same in case of recessed conduit as required. 2385 25 mm 2386 Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required. 2387 1 or 2 Module (75 mmX75 mm) 2388 Supplying and drawing following pair 0.5 mm dia FRLS PVC insulated annealed copper conductor, unarmored telephone cable in the existing surface/ recessed steel/ PVC conduit as required. 2389 2 Pair 2390 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 2391 20 mm 2392 25 mm 2393 Providing and fixing in position 2mm thick M.S. Telephone junction box of size suitable for fixing of following Krone Tag Block with key lock arrangement. Also provide clamps for fixing tag blocks. 2394 10 pair Telephone Tag Blockwith box 2395 Supplying, laying of 10 pair unarmoured PVC insulated copper conductor (ATC) telephone cable in ground/existing pipes/on wall and making connection with telephone main junction box (MDF) including supports and all accessories as required 2396 10 Pair Cable unarmoured 2397 SUBHEAD - II - SUPPLY & INSTALLATION OF FITTINGS 2398 Supplying of following box type Fl. fitting made out of CRCA sheet finished in antirust treated non-yellowing super white stove enamelled paint duly wired with copper wound heavy duty choke starter holder, starter but without lamp complete etc. as reqd. 2399 Mounting rail for TLED lamps 1600 Lumens (TMC 501 P 1xT-LED with Essential LED 18W Tube) 2400 Supplying of wall bracket light fittings suitable for 11 / 13 W CFL lamp. The fitting shall be made up of M.S. powder coated provided with integral ballast, frosted glass and 1 no. 11 / 13 Wlamp duly wired upto the connector block complete as required. (Decon Cat. No.05AAM) 2401 Supplying of ceiling light fittings suitable for 1 x 15/20 W LED lamp. The fitting shall be made up of M.S. powder coated provided with electronic ballast, 1 no. 15/20 W LED lamp duly wired upto the connector block etc. complete as required. 2402 Cirrus Mini Pro 15 / 20 watt & 1100 /1600 Lumens (Philips SM200C LED11S 6500 PSU OD WH) 2403 Supplying of bulk head fittings suitable for 10 W LED lamp complete with ballast & accessories such as glass, wire guard, 60 W CFL lamp etc. complete as required. 2404 Endural LED-Bulkhead, 10 W, 600 lumen Such as (Philips WT202W LED6S CW PSU S2 PC) 2405 Supplying of exhaustfan, all complete with mounting ring frame i/c bracket,but without regulator with shutters in the following sizes. (G.E. ALSTHOM, KHAITAN & HAVELLS COMPANY) 2406 300 mm 4 Pole 2407 Supplying of 1400 mm sweep A.C. electric Ceiling fans, capacitor type with double ball bearing complete with 300 mm down rod, canopies, shackles, blades, but without regulator suitable for operation on 230 / 240 Volts, 50 Hz, single phase, A.C. supply. (CROMPTON, KHAITAN & HAVELLS COMPANY) 2408 Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. 2409 Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover on the fan box etc. as required. 2410 Installation, testing and commissioning of pre-wired, light fixture / compact fluorescent fitting of all types, complete with all accessories and tube/lamp etc. directly on ceiling/ wall, including connections with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable and earthing etc. as required. 2411 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. 2412 Upto 450 mm sweep 2413 Extra for fixing the louvers/ shutters complete with frame for a exhaust fan of all sizes. 2414 Installation, testing and commissioning of wall bracket /ceiling fittings of all sizes and shapes containing upto two GLS/CFL/ LED lamps per fitting, complete with all accessories including connections etc. as required. 2415 Supplying and fixing call bell/ buzzer suitable for single phase, 230 V, complete as required. 2416 SUBHEAD - III - DISTRIBUTION BOARD 2417 Supplying, installing, testing and commissioning of compartmentalised cubical type meter board for installation of single phase meter. The cubical board shall be made of 2mm thick C.R.C.A sheet, duly phosphatised powder coated complete with connection bus bar and following accessories mounted in it. 2418 METER BOARD 2419 INCOMING : 2420 40A TP MCCB having breaking capacity - 25 KA - 1 No. 2421 OUTGOING : 2422 Space for Single phase energy meter - 4 Nos. 2423 25 Amp DP MCB - 4 Nos. 2424 Supplying, installing, testing & commissioning of Single Phase Electronic Energy Meter, tested as per Electricity Boards requirement. 2425 Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 2426 12 way, SPN 2427 Supplying and fixing following rating, double pole, 240 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. 2428 40 amps 2429 Supplying and fixing following rating, double pole, (single phase and neutral), 240 V, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. asrequired. 2430 25 amps 2431 Supplying of XLPE insulated, PVC sheathed 1.1 KV grade Aluminium conductor heavy duty armoured cable as per IS : 7098 of size : 2432 4 x 16 sq.mm. 2433 Providing, laying and fixing following dia RCC pipe NP2 class (light duty) in ground complete with RCC collars, jointing with cement mortar 1:2 (1 cement : 2 fine sand) including trenching (75 cm deep) and refilling etc. as required for crossing road/walls 2434 100 mm dia 2435 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, “C” curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 2436 Single pole 2437 SUBHEAD - IV - EARTHING 2438 Earthing with G.I. earth pipe 4.5 meter long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. 2439 Providing and laying earth connection from earth electrode with 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earth electrode including connection with G.I. thimble excavation and re-filling as required. 2440 Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing as required. 2441 SUBHEAD - V- LIGHTNING CONDUCTOR 2442 Providing and fixing of lightning conductor finial, made of 25mm dia 300 mm long, G.I. tube, having single prong at top, with85 mm dia 6 mm thick G.I. base plate including holes etc.complete as required. 2443 Jointing copper / G.I. tape (with another copper/ G I tape, base of the finial or any other metallic object) by riveting / nut bolting/ sweating and soldering etc as required. 2444 Fixing of copper/ G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required.(For horizontal run) 2445 Fixing of copper/ G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required.(For vertical run) 2446 Providing and fixing testing joint, made of 20 mm X 3 mm thickG.I. strip, 125 mm long, with 4 nos. of G.I. bolts, nuts, chucknuts and spring washers etc. complete as required. 2447 Laying copper/ G.I. tape 32 mm X 6 mm from earth electrodedirectly in ground as required 2448 EARTH CUTTING AND FILLING 2449 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50m and lift up to 1.5m,disposed earth to be levelled and neatly dressed. 2450 All kinds of soil. 2451 Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth,sides of foundation etc. complete. 2452 Cartage earth filling 2453 Bitumin Road 3.5 MTR WIDE 2454 Supplying and stacking at site 2455 Good earth 2456 Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. 2457 Supplying and stacking at site. 2458 90 mm to 45 mm size stone aggregate 2459 63 mm to 45 mm size stone aggregate 2460 Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . 2461 Qty same as 63-45 mm size Stone Aggregate 2462 Qty same as 90-45 mm size Stone Aggregate 2463 Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-incharge. (The panel shuttering work shall be paid for separately).(Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately). 2464 Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads / pavements all complete as per direction of the Engineer-in-Charge. 2465 Using grade A sealing compound conforming to IS: 1834. 2466 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 2467 Qty same as Good Earth 2468 2.00 mtr. width. Pathway 2469 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. 2470 All kinds of soil 2471 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 2472 Total Excavation 2473 Qty. of PCC 1.5.10 2474 Qty of Brickwork Upto NGL 2475 Same as good Earth 2476 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering. All work upto plinth level. 2477 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size). 2478 C/s for Mass Concrete 2479 Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved s;ze, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. 2480 Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). 2481 Excavating trenches upto 1.5 meter depth in all kind ofsoil of required width for pipes. including excavation for sockets and dressing of sides ramming of bottoms including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc & disposing of surplus excavated soil as directed within a lead of 50m or as directed at site by engg-in-charge. 2482 All kinds of soil 2483 Pipes, cables etc, not exceeding 80 mm dia. 2484 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 2485 External work 2486 32mm dia nominal bore 2487 Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 2488 25 to 40 mm nominal bore 2489 making G.I connection 2490 Type-2(G) (3+5) = 8 meter 2491 Type-IV (3+5) = 8 meter 2492 Guest House (3+5) = 8 meter 2493 Boys Dormitory(G+2)= (3x3x2+5x2) = 28 meter 2494 Girls Dormitory(G+2)= (3x3x2+5x2) = 28 meter 2495 Type-3(G+1)= (3x2+5) = 11 meter 2496 Type-3(G+2)= (3x3+5) = 14 meter 2497 Type-2(G+1)= (3x2+5) = 11 meter 2498 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 2499 40 mm dia nominal bore 2500 65mm dia nominal bore 2501 Providing and fixing gun metal non- return valve of approved quality (screwed end) : 2502 40 mm nominal bore 2503 Horizontal 2504 Construction of Masonary Chamber60x60x75 inside in Brickwork Cement Mortar 1.6 2505 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 2506 Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be paid separately) : 2507 50 mm dia 2508 50 mm dia 2509 100 mm dia 2510 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 2511 32 mm nominal bore 2512 32 mm nominal bore 2513 40 mm nominal bore 2514 Providing and laying in position cement concreteof specified grade excluding the cost of centering and shuttering (for thrust blocks at bends and junctions of water lines )by 1:2:4 (1 cement : 2 coarse sand : 4 graded stone agg. 20 mm nominal size) 2515 Providing and fixing G.I. Union in GI pipe including cutting and threading the pipe and making long screws etc. complete(New work) 2516 25 mm nominal bore 2517 32 mm nominal bore 2518 40 mm nominal bore 2519 Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality 2520 LD- 2.5 2521 Rectangular shape 600*450 mm internal dimensions 2522 EXTERNAL SEWER LINE 2523 Excavating trenches of required width for pipes, cable, etcincluding excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.50m including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc & disposing of surplus excavated soil as directed within a lead of 50m. 2524 All kinds of soil 2525 Pipes cables etc. exceeding 80 mm dia. But not exceeding 300mm dia. 2526 Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm 2527 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 2528 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) 2529 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 2530 150 mm dia. R.C.C. pipe 2531 250 mm dia. R.C.C. pipe 2532 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 2533 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size). 2534 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 2535 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1cement : 2 fine sand) including testing of joints etc. complete : 2536 300 mm dia. R.C.C. pipe 2537 450 mm dia. R.C.C. pipe 2538 Centering and shuttering including strutting, propping etc. and removal of form for : 2539 Foundations, footings, bases of columns, etc. for mass concrete. 2540 Constructing brick masonry manholein cement mortar 1 : 4 (1 cement : 4 coarse sand) with RCC top slab with 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4gradestone aggregate 20mm nominal size); foundation concrete 1:4:8 mix(1 cement : 4 coarse sand : 8 gradedstoneaggregate40 mm nominalsize) insideplastering 12 mm thickwith cementmortar 1:3 (1cement 3 coarse sand ) finished with a floating coat of neat cement and makingchannels incementconcrete 1:2:4 (1cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) finishd with a floating coat ofneatcement completeasper standard design 2541 Inside size 90 x 80 cm & 45 cmdeep including CI cover with frame (light duty) 455 x 610mm internal dimensions, total weight of cover & frame to be not lessthan 38 kg (weight of cover 23 kg and weight of frame 15 kg) 2542 With common burnt clay F.P.S.(non modular) bricks of classic designation 7.5 2543 Inside size 120 x 90 cm & 90 cmdeep including CI cover with frame (Medium duty) 560mm internal diameter, total wt. of cover & frame to be not lessthan 208 kg (wt. of cover 108 kg and wt. of frame 100 kg) 2544 With common burnt clay F.P.S.(non modular) bricks of classic designation 7.5 2545 Extra for depth for manholes: 2546 size 90 X 80 cm 2547 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 2548 size 120 X 90 cm 2549 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 2550 Providing and fixing square mouthS. W. Gully trapclass SP-1 complete with C.I. gratingbrickmasonry chamber with water tight CI cover with frame of 300 x 300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design 2551 180 x 150 mm. size P type 2552 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 2553 Constructing brick masonry circular type manhole 0.91m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement :4 coarse sand), in side cement plaster 12 mm thick with cement mortar 1:3 (1cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement, all complete as per standard design : 2554 Circular Manhole Internal dia 0.91mtr. 2555 Constructing brick masonry circular manhole 1.22 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement :4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design : 2556 1.68 m deep with SFRC Cover and frame (heavy duty HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) : 2557 With Sewer bricks conforming IS : 4885 2558 Extra depth for circular type manhole 1.22 m internal dia (at bottom) beyond 1.68 m to 2.29 m : 2559 12 mm cement plaster of mix: 2560 1:4 (1 cement: 4 fine sand) 2561 Constructing brick masonry circular manhole 1.52 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design : 2562 2.30 m deep with SFRC Cover and frame (heavy duty HD- 20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) : 2563 With Sewer bricks conforming IS : 4885 2564 Extra depth for circular type manhole 1.52 m internal dia (at bottom) beyond 2.30 m : 2565 With Sewer bricks conforming IS : 4885 2566 12 mmcement plaster of mix 2567 1:4 (1 cement : 4 coarse sand). 2568 Providing M.S. foot restsOrange colour Safety footrest 2569 With 20x20 mm square bar 2570 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. 2571 Drain (230mm x 300mm) 2572 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2573 All kinds of soil. 2574 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (40% of Item No. 1) 2575 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 2576 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 2577 Total 2578 1:5:10 (1 Cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size). 2579 Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in: 2580 Cement mortar 1:6 (1 cement : 6 coarse sand) 2581 12 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix : 2582 1:4 (1 cement: 4 fine sand) 2583 Drain (300mm x 450mm) 2584 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2585 All kinds of soil. 2586 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (40% of Item No. 1) 2587 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 2588 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 2589 Total 2590 1:5:10 (1 Cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size). 2591 Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in: 2592 Cement mortar 1:6 (1 cement : 6 coarse sand) 2593 12 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix : 2594 1:4 (1 cement: 4 fine sand) 2595 H.T./L.T. PANEL & FEEDER PILLARS 2596 SUB FEEDER PANEL 2597 Incoming 2598 MCCB 200A 35KA TPN 2599 INDICATION LIGHT 2600 BUS-BAR FEEDERS 2601 200AMP ALU.BUS-BAR TPN 2602 Out going 2603 G/D Phase-B MCCB 125A 35KA TPN 2604 B/D Phase-B MCCB 125A 35KA TPN 2605 Type 3 (G+1) MCCB 63A 35KA TPN 2606 Type 5 MCCB 32A 35KA TPN 2607 Guest House MCCB 32A 35KA TPN 2608 Type 3 (G+2) MCCB 63A 35KA TPN 2609 Type 2 (G+2) MCCB 63A 35KA TPN 2610 Spare 2611 Emergency Section 2612 Incoming 2613 MCB 125A 63KA TPN 2614 Out going 2615 B/D Phase-B MCB 63A 35KA DP 2616 G/D Phase-B MCB 63A 35KA DP 2617 Type 3 (G+1) MCB 32A 35KA DP 2618 Type 5 MCB 32A 35KA DP 2619 Guest House MCB 32A 35KA DP 2620 Type 3 (G+2) MCCB 32A 35KA DP 2621 Type 2 (G+1) MCCB 32A 35KA DP 2622 Type 2 (G) MCCB 32A 35KA DP 2623 Spare 2624 ENCLOSURE 2625 PANEL BODY FABRICATED IN 14/16 SWG CRCA SHEET , POWDER COA- TED IN SIEMENCE GREY COLOUR COMPLETE IN ALL RESPECTS UNIVERSAL GLAND PLATES. 2626 BOYS/GIRLS DORMITORY PANEL 2627 Incoming 2628 100Amp MCCB TP 35 KA 2629 Indication light R,Y,B 2630 BUS-BAR FEEDERS 2631 150Amp Aluminum bus-bar TPN 2632 Out going 2633 63Amp MCB TPN 10KA 2634 63Amp MCB TPN 10KA (SPARE) 2635 Emergency Section 2636 Incoming 2637 63Amp MCB DP 10KA 2638 Out going 2639 25Amp MCB DP 10KA 2640 32Amp MCB DP 10KA 2641 ENCLOSURE 2642 1050*1450*150 (17 SFT) 2643 PANEL BODY FABRICATED IN 14/16 SWG CRCA SHEET , POWDER COA- TED IN SIEMENCE GREY COLOUR COMPLETE IN ALL RESPECTS UNIVERSAL GLAND PLATES. 2644 VICE PRINCIPAL HOUSE PANEL 2645 Incoming 2646 63Amp MCB TPN 10KA 2647 Indication light R,Y,B 2648 BUS-BAR FEEDERS 2649 100Amp Aluminum bus-bar TPN 2650 Out going 2651 16-32Amp MCB 12SP 10KA 2652 32Amp MCB DP 10KA 2653 space for 3 PHASE METER 2654 Emergency Section 2655 Incoming 2656 32Amp MCB DP 10KA 2657 16Amp MCB DP 10KA 2658 16AMP MCB SP 2659 ENCLOSURE 2660 650*500*150 (4SFT) 2661 PANEL BODY FABRICATED IN 14/16 SWG CRCA SHEET , POWDER COA- TED IN SIEMENCE GREY COLOUR COMPLETE IN ALL RESPECTS UNIVERSAL GLAND PLATES. 2662 METER PANEL (TYPE 2 /Type3 /GUEST HOUSE) 2663 Incoming 2664 MCB 32A 10 KA TPN 2665 Indication light R,Y,B 2666 BUS-BAR FEEDERS 2667 100AMP ALU.BUS-BAR TPN 2668 Out going 2669 Single Phase Energy Meter 2670 MCB 25A DP 2671 Emergency Section 2672 Incoming 2673 MCCB 32A DP 2674 Out going 2675 16A DP 2676 ENCLOSURE 2677 PANEL BODY FABRICATED IN 14/16 SWG CRCA SHEET , POWDER COA- TED IN SIEMENCE GREY COLOUR COMPLETE IN ALL RESPECTS UNIVERSAL GLAND PLATES. 2678 Supply installation, testing and commissioning of external post top lantern with following and complete as required. 2679 6m high (5.0m above ground) 65mm dia GI pole as approved, adopting socket at top for fixture mentioned below, base plate 300x300x6mm and provision for mounting junction box etc.- 1 set 2680 Erection of Pole in cement concrete 400x400x1000mm deep 1:3:6 ratio cement concrete foundation including excavation , refilling, secured with holding clamps, bolts, nuts, alighnment of poles casting etc. including 100 mm thick lean concrete shall be provided at the bottom. 2681 LED type 50 Watt (Street Light) light fittings of all types with allaccessories. 2682 Suitable size Control box with 1 no. incoming and 2 nos. outgoing terminals and 2 nos. tap-out terminal with 1 no.5A HRC fuses complet 1 set 2683 Suitable number (S) 40mm dia Class-B GI Pipes(s) from above control box to upto 0.5 meter below ground level for power cable entry. 2684 LT CABLES 2685 Supply of following size of 1.1 KV grade multicore aluminium cunductor PVC sheathed armoured cable as per IS 1554. 2686 4 Core 25 Sqmm 2687 4 Core 16 Sqmm 2688 3.5 Core 240 Sqmm 2689 3.5 Core 95 Sqmm 2690 2 Core 120 Sqmm 2691 2 Core 50 Sqmm 2692 2 Core 16 Sqmm 2693 2 Core 10 Sqmm 2694 G.I. Earth pipe electrode with salt/charcoal: 2695 Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 meter long etc. with charcoal/ coke and salt as required. 2696 Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 meter long etc. with charcoal/ coke and salt as required. 2697 EarthingwithGI earth pipe 4.50 meter long 40mm dia including accessories, and providing masonry enclosure with cover plate having lockingarrangement and watering pipe etc.with charcoal or coke and salt complete as required. 2698 EarthingwithGI earth plate 600 x 600 x 3mmthickincluding accessories, and providing masonry enclosure with cover plate having lockingarrangement and watering pipe etc.ith watering pipeof 2.7 meter long etc. with charcoal or coke and salt complete as required. (for MLTP & DG body) 2699 Providing and fixing 25 mm x 5 mm copper strips in 40 mm dia G.I.pipe from earth electrode, including connection with brass nut bolts , spring washer, excavation and refilling etc, as required ( copper plate earthing) 2700 Providing and fixing 25 mm x 5 mm GI strip in 40 mm dia G.I.pipe from earth electrode, including connection with brass nut bolts , spring washer, excavation and refilling etc, as required ( copper GI plate earthing) 2701 Providing& layingearth connection from earth electrode with 6 SWG dia GIwire in 15 mm Gi pipe from earth electrode including connection with GI thimbleexcavation and refilling etc as required. ( for GI pipe earthing ofpoles) 2702 Supply & Laying of 25 x 5 mm copper earth strip in surface /recess 2703 Providing and fixing 25mm x 5 mm G.I. strips on surface or in recess for connections etc. as required 2704 Providing andfixing MVdanger noticeplate of200 mm x 150 mm madeofmild steelatleast 2 mm thickandvitreousenameled white on both sides & with inscription in signalred colour on front side as required.( on 7mts poles & panels) 2705 LT CABLES LAYING 2706 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/ METAL pipe as required. 2707 Upto 35 sq. mm 2708 Above 35 sq. mm and upto 95 sq. mm 2709 Above 95 sq. mm and upto 185 sq. mm 2710 Above 185 sq. mm and upto 400 sq. mm 2711 Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc.direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required. 2712 63 mm dia (OD-63 mm & ID-51 mm nominal) 2713 120 mm dia (OD-120 mm & ID-103 mm nominal) 2714 160 mm dia (OD-160 mm & ID-135 mm nominal)Sqmm 2715 200 mm dia (OD-200 mm & ID-175 mm nominal) 2716 Supplying and making end termination with brass comperession gland and aluminium lugs for following size of PVC insulated and PVC sheathed/ XLPE aluminium conductor cable of 1.1 KV grade as required 2717 4 Core 25 Sqmm 2718 4 Core 16 Sqmm 2719 3.5 Core 240 Sqmm 2720 3.5 Core 95 Sqmm 2721 2 Core 50 Sqmm 2722 2 Core 16 Sqmm 2723 2 Core 10 Sqmm 2724 Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : 2725 Ordinary rock 2726 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia. 2727 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 2728 150 mm dia. R.C.C. pipe 2729 RCC SEPTIC TANK 20 USERS 2730 Earth work in excavation by mechanical means (Hydraulic excavator) I manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2731 All kinds of soil.0.00-1.50m 2732 Earth work in excavation by mechanical means (Hydraulic excavator) I manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2733 All kinds of soil.1.50-3.00m 2734 Earth work in excavation by mechanical means (Hydraulic excavator) I manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2735 All kinds of soil.3.00-4.50m 2736 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. 2737 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 2738 1:5:10 (1 Cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size). 2739 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing andreinforcement - All work up to plinth level : 2740 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) 2741 Centering and shuttering including strutting, propping etc. and removal of form for: 2742 Foundations, footings, bases of columns, etc. for mass concrete. 2743 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. 2744 Suspended floors, roofs, landings, balconies and access platform. 2745 Lintels, beams, plinth beams, girders, bressumers and cantilevers. 2746 Edges of slabs and breaks in floors and walls. 2747 Under 20 cm wide 2748 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. 2749 Thermo-Mechanically Treated bars. 2750 Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in: 2751 Cement mortar 1:6 (1 cement :6 coarse sand) 2752 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete 2753 40 mm thick with 20 mm nominal size stone aggregate 2754 6 mm cement plaster of mix : 2755 1:3 (1 cement : 3 fine sand) 2756 6 mm cement plaster 1:3 (1 cement: 3 fine sand) finished with a floating coat of neat cement and thick coat of Lime wash on top of walls when dry for bearing of R.C.C. slabs and beams. 2757 Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality 2758 M D - 10 2759 Square shape 450 mm internal dimension 2760 Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS : 1786 having minimum cross section as 23 mmx25mm and over all minimum length 263 mm and width as 165mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture’s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. 2761 Providing and fixing soil, waste and vent pipes 2762 100 mm dia. 2763 Centrifugally cast (spun) iron socketed pipe as per IS: 3989. 2764 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. 2765 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 2766 SEPTIC TANK 100 USERS 2767 Earth work in excavation by mechanical means (Hydraulic excavator) I manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2768 All kinds of soil.0.00-1.50m 2769 Earth work in excavation by mechanical means (Hydraulic excavator) I manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2770 All kinds of soil.1.50-3.00m 2771 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. 2772 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 2773 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size). 2774 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level: 2775 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) 2776 Centering and shuttering including strutting, propping etc. and removal of form for: 2777 Foundations, footings, bases of columns, etc. for mass concrete. 2778 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. 2779 Suspended floors, roofs, landings, balconies and access platform. 2780 Lintels, beams, plinth beams, girders, bressumers and cantilevers. 2781 Edges of slabs and breaks in floors and walls. 2782 Under 20 cm wide 2783 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. 2784 Thermo-Mechanically Treated bars. 2785 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, includingcement slurry, but excluding the cost of nosing of steps etc. complete. 2786 40 mm thick with 20 mm nominal size stone aggregate 2787 6 mm cement plaster of mix : 2788 1:3 (1 cement : 3 fine sand) 2789 Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality 2790 HD-20 2791 Circular shape 560 mm internal diameter 2792 Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS : 1786 having minimum cross section as 23 mmx25mm and over all minimum length 263 mm and width as 165mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture’s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. 2793 Providing and fixing soil, waste and vent pipes 2794 100 mm dia. 2795 Centrifugally cast (spun) iron socketed pipe as per IS: 3989. 2796 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. 2797 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 2798 RCC SEPTIC TANK 150 USERS 2799 Earth work in excavation by mechanical means (Hydraulic excavator) I manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2800 All kinds of soil.0.00-1.50m 2801 Earth work in excavation by mechanical means (Hydraulic excavator) I manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2802 All kinds of soil.1.50-3.00m 2803 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. 2804 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 2805 1:5:10 (1 Cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size). 2806 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level: 2807 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) 2808 Centering and shuttering including strutting, propping etc. and removal of form for: 2809 Foundations, footings, bases of columns, etc. for mass concrete. 2810 Suspended floors, roofs, landings, balconies and access platform. with water proof ply 12mm thick. 2811 Lintels, beams, plinth beams, girders, bressumers and cantilevers. with water proof ply 12 mm thick 2812 Edges of slabs and breaks in floors and walls. 2813 Under 20 cm wide 2814 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. 2815 Thermo-Mechanically Treated bars. 2816 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, includingcement slurry, but excluding the cost of nosing of steps etc. complete. 2817 40 mm thick with 20 mm nominal size stone aggregate 2818 6 mm cement plaster of mix : 2819 1:3 (1 cement : 3 fine sand) 2820 Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality 2821 HD-20 2822 Circular shape 560 mm internal diameter 2823 Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS : 1786 having minimum cross section as 23 mmx25mm and over all minimum length 263 mm and width as 165mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture’s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. 2824 Providing and fixing soil, waste and vent pipes 2825 100 mm dia. 2826 Centrifugally cast (spun) iron socketed pipe as per IS: 3989. 2827 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. 2828 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 2829 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2830 All kinds of soil 2831 Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. 2832 All kinds of soil. 2833 1.50 mtr to 3.00mtr 2834 Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. 2835 All kinds of soil. 2836 3.00mtr to 4.50mtr 2837 Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. 2838 All kinds of soil. 2839 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 2840 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) 2841 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 2842 Cement mortar 1:6 (1 cement : 6 coarse sand) 2843 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). 2844 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 2845 Thermo-Mechanically Treated bars of grade Fe-500D or more. 2846 Centering and shuttering including strutting, propping etc. and removal of form for all heights : Suspended floors, roofs, landings, balconies and access platform 2847 Edges of slabs and breaks in floors and walls 2848 Under 20 cm wide 2849 12 mm cement plaster of mix : 2850 1:6 (1 cement: 6 coarse sand) 2851 Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality 2852 H D - 20 2853 Circular shape 560 mm internal diameter 2854 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level. 2855 All types of soil 2856 300 mm dia 2857 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 2858 150 mm nominal size dia 2859 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. 2860 Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. 2861 Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -incharge. 2862 Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. 2863 DESILTING CHAMBER 2864 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2865 All kinds of soil 2866 Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. 2867 All kinds of soil. 2868 1.50 mtr to 3.00mtr 2869 Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. 2870 All kinds of soil. 2871 3.00mtr to 4.50mtr 2872 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 2873 1:5:10 (1 cement : 5 coarse sand(zone-III) : 10 graded stone aggregate 40 mm nominal size) 2874 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 2875 Cement mortar 1:6 (1 cement : 6 coarse sand) 2876 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). 2877 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 2878 Thermo-Mechanically Treated bars of grade Fe-500D or more. 2879 Centering and shuttering including strutting, propping etc. and removal of form for all heights : Suspended floors, roofs, landings, balconies and access platform 2880 Edges of slabs and breaks in floors and walls 2881 Under 20 cm wide 2882 12 mm cement plaster of mix : 2883 1:6 (1 cement: 6 coarse sand) 2884 Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design : 2885 With 20x20 mm square bar 2886 Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality 2887 LD- 2.5 2888 Rectangular shape 600x450mm internal dimensions 2889 Construction brick masonry inspection chamber 60x60x60cm with bricks of class designation 75 in cement mortar 1:6 (1 cement : 6 coarse sand) including C.I Cover with frame Light weight complete as per design with FPS bricks.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Chhattisgarh View Result →
45.
Housing Urban and Rular Development #9440727 Technical Bid
Construction Of Phase- B Works At Jnv Gaya-Ii ( Bihar ) - 1 EARTH WORK 2 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 3 All kinds of soil 4 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 5 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 6 Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. 7 CONCRETE WORK 8 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 9 1:5:10 (1 Cement : 5 coarse sand (zone-III) : 10 graded stone aggregate 40 mm nominal size) 10 Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing : 11 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). 12 Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size) 13 Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. 14 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. 15 REINFORCEDCEMENTCONCRETE 16 Centering and shuttering including strutting, propping etc. and removal of form for all heights: 17 Foundations, footings, bases of columns, etc. for mass concrete 18 Columns, Pillars, Piers, Abutments, Posts and Struts 19 Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like 20 Edges of slabs and breaks in floors and walls 21 Under 20 cms wide 22 Suspended floors, roofs, landings, balconies and access platform. 23 Lintels, beams, plinth beams, girders, bressumers and cantilevers. 24 Providing precast cement concrete Jali 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 6mm nominal size), reinforced with 1.6 mm dia mild steel wire, including centering and shuttering, roughening cleaning, fixing and finishing with cement mortar 1:3 (1 cement: 3 fine sand) etc. complete, excluding plastering of the jambs, sills and soffits. 25 50 mm thick 26 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 27 Thermo-Mechanically Treated bars of grade Fe-500D or more. 28 Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. 29 Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately). 30 All works upto plinth level 31 All works above plinth level upto floor V level 32 Add for using extra cement in the items of design mix over and above the specified cement content therein. 33 BRICK WORK 34 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 35 Cement mortar 1:6 (1 cement : 6 coarse sand) 36 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for seperately).: 37 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. 38 Cement mortar 1:4 (1 cement :4 coarse sand) 39 Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry. 40 Brick edging 7cm wide 11.4 cm deep to plinth protection with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 including grouting with cement mortar 1:4 (1 cement : 4 fine sand). 41 MARBLE WORK 42 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. 43 Raj Nagar Plain white marble/ Udaipur green marble/ Zebra black marble 44 Area of slab over 0.50 sqm 45 Granite of any colour and shade 46 Area of slab over 0.50 sqm 47 Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. 48 Marble work 49 Granite work 50 Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter and similar location in marble/ Granite/ stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete. 51 WOOD WORK & PVC WORK 52 Float Glass Panes 53 4mm thick glass pane (weight not less than 10 kg/sqm 54 Extra for providing frosted glass panes 4 mm thick instead of ordinary float glass panes 4 mm thick in doors, windows and clerestory window shutters. (Area of opening for glass panes excluding portion inside rebate shall be measured). 55 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 56 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 57 Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). 58 Extra for cutting rebate in flush door shutters (Total area of the shutter to be measured). 59 Providing and fixing wire gauge shutters using galvanized M.S. wire gauge of average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws : 60 35 mm thick shutters 61 Kiln seasoned and chemically treated hollock wood 62 Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete. 63 With 12 mm mild steel U beading 64 Providing and fixing ISI marked oxidised M.S. single acting spring hinges with necessary screws etc. complete : 65 150 mm 66 Providing and fixing oxidised M.S. casement stays (straight peg type) with necessary screws etc. complete. 67 250 mm weighing not less than 150 gms 68 Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : 69 250x16 mm 70 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 71 200x10 mm 72 Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. 73 Twin rubber stopper 74 Providing and fixing factory made uPVC white colour sliding glazed window upto 1.50 m in height dimension comprising of uPVC multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardwares and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes, wire mesh and silicon sealent shall be paid separately). Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. 75 Three track three panels sliding window with fly proof S.S wire mesh (Two nos. glazed & one no. wire mesh panels) made of (big series) frame 116 x 45 mm & sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 1.75 sqm). 76 STEEL WORK 77 Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). 78 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 79 Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 80 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 81 Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. 82 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. 83 M.S. tube 84 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 85 4.0 mm thick glass panes 86 FLOORING 87 Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-incharge. (The panel shuttering work shall be paid for separately). 88 (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately). 89 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 90 25 mm thick. 91 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 92 Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab. 93 Extra for Kota stone/ sand stone in treads of steps and risers using single length up to 1.05 metre. 94 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 95 Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete. 96 Size of Tile 600x600 mm 97 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joint with white cement & matching pigments etc. complete. 98 Size of Tile 600x600 mm 99 Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved s;ze, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. 100 ROOFING 101 Providing and laying brick tiles over mumty roofs, grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement, over 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat: 12.19.1 With common burnt clay F.P.S. (non modular) brick tilesof class designation 10 102 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. 103 FINISHING 104 12 mm cement plaster of mix 105 1:6 (1 cement: 6 coarse sand) 106 15 mm cement plaster on rough side of single or half brick wall of mix: 107 1:6 (1 cement: 6 coarse sand) 108 Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 109 20 mm Cement Plaster 110 White washing with lime to give an even shade : 111 New work (three or more coats) 112 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : 113 New work (two or more coats) over and including water thinnable priming coat with cement primer 114 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: 115 New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) 116 Applying priming coat: 117 With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) 118 With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works 119 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : 120 Two or more coats on new work 121 Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade : 122 Two or more coats on new work 123 WATER PROOFING 124 Providing and laying water proofing treatment to vertical andhorizontal surfaces of depressed portions of W.C., kitchen and the like consisting of: 125 Ist course of applying cement slurry @ 4.4 kg/sqm mixedwith water proofing compound conforming to IS 2645 inrecommended proportions including rounding off junction ofvertical and horizontal surface. 126 IInd course of 20 mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface. 127 IIIrd course of applying blown or residual bitumen applied hotat 1.7 kg. per sqm of area. 128 IVth course of 400 micron thick PVC sheet. (Overlaps at jointsof PVC sheet should be 100 mm wide and pasted to eachother with bitumen @ 1.7 kg/sqm). 129 Providing and laying in situ seven course water proofing treatment with APP (Atactic poly-propylene) modified Polymeric memberane over roof consisting of first coat of bitumen primer @ 0.40 litre per sqm, 2nd, 4th & 6th courses of bonding material @ 1.20 Kg/sqm, which shall consist of blown type bitumen of grade 85/25 conforming to IS : 702, 3rd and 5th layers of roofing membrane APP modified Polymeric membrane 1.5 mm thick of 2.25 Kg/sqm weight consisting of five layers prefabricated with centre core as 20 micron HMHDPE film sandwiched on both sides with polymeric mix and the polymeric mix is protected on both side with 20 micron HMHDPE film. 7th, the top most layer shall be finished with brick tiles of class designation 10 grouted with cement mortar 1:3 (1cement : 3 fine sand) mixed with 2% integral water proofing compound by weight of cement over a 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat (item of laying brick tiles shall be paid for separately). 130 NON SHEDULE ITEMS 131 Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 132 150 mm 133 Providing and fixing aluminium door buffer of approved make, design and colour with necessary screws etc all complete as directed and specified by the Engineer-in-Charge : 134 Providing and laying 1st quality ceramic glazed Anti skid floortiles of size 300x300 mm (thickness to be specified by the manufacturer) conforming to IS:15622 in all colours, shades, sizes as approved over 20 mm thick bed of Cement Mortar 1: 4 (1 cement : 4 Coarse Sand) including pointing the joints with white cement and matching pigment etc complete in all respects as per specifications/drawings and to the entire satisfaction to the Architect. 135 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 136 All kinds of soil. 137 Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : 138 All kinds of soil 139 Pipes, cables etc, not exceeding 80 mm dia. 140 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia 141 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 142 ROOFING 143 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 144 110 mm diameter 145 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 146 Coupler 147 110 mm 148 Bend 87.5° 149 110 mm bend 150 Shoe (Plain) 151 110 mm Shoe 152 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 153 110 mm 154 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. 155 SANITARY INSTALLATIONS 156 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: 157 White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests 158 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : 159 W.C. pan with ISI marked black solid plastic seat and lid 160 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: 161 White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap 162 Providing and fixing Stainless Steel A ISi 304 (18/8) kitchen sink as per IS: 13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : 163 Kitchen sink with drain board 164 510x1040 mm bowl depth 250 mm 165 Extra for using coloured pedestal type W.C pan (European type) with low level cistern of same colour instead of white vitreous china W.C pan and cistern. 166 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 167 Providing and fixing toilet paper holder : 168 Vitreous china 169 Providing and fixing soil, waste and vent pipes : 170 100 mm dia. 171 Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 172 75mm diameter 173 Centrifugally cast (spun) iron socketed pipe as per IS: 3989 174 Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc. : 175 For 100 mm dia. pipe 176 For 75 mm dia. pipe 177 Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. 178 100 mm 179 Sand cast iron S&S as per IS - 3989 180 75 mm 181 Sand cast iron S&S as per IS- 3989 182 Providing and fixing plain bend of required degree. 183 100 mm 184 Sand cast iron S&S as per IS : 3989 185 75 mm 186 Sand cast iron S&S as per IS - 3989 187 Providing and fixing heel rest sanitary bend 188 100 mmdia 189 Sand cast iron S&S as per IS - 3989 190 75 mm dia 191 Sand cast iron S&S as per IS - 3989 192 Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3mm thick,bolts and nuts complete. 193 100x100x100mm 194 Sand cast iron S&S as per IS - 3989 195 75x75x75mm 196 Sand cast iron S&S as per IS - 3989 197 Providing and fixing single equal plain junction of required degree 198 100x100x100mm 199 Sand cast iron S&S as per IS - 3989 200 75x75x75mm 201 Sand cast iron S&S as per IS - 3989 202 Providing and fixing door piece, insertion rubber washer 3mm thick, bolts & nuts complete : 203 100 mm 204 Sand cast iron S&S as per IS - 3989 205 75 mm 206 Sand cast iron S&S as per IS - 3989 207 Providing and fixing terminal guard : 208 100 mm 209 Sand cast iron S&S as per IS - 3989 210 75 mm 211 Sand cast iron S&S as per IS - 3989 212 Providing and fixing collar : 213 100 mm 214 Sand cast iron S&S as per IS - 3989 215 75 mm 216 Sand cast iron S&S as per IS - 3989 217 Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and fittings of diameter : 218 100 mm 219 75 mm 220 Providing and fixing M.S. stays and clamps for sand cast iron/ centrifugally cast (spun) iron pipes of diameter : 221 100 mm 222 75 mm 223 Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : 224 100 mm inlet and 100 mm outlet 225 Sand Cast Iron S&S as per IS: 1729 226 Cutting chases in brick masonry walls for following diameter sand cast iron/ centrifugally cast (spun) iron pipes and making good the same with cement concrete 1:3:6 ( 1 cement : 3 coarse sand :6 graded stone aggregate 12.5 mm nominal size), including necessary plaster and pointing in cement mortar 1:4 (1 cement : 4 coarse sand) : 227 100 mm dia 228 Painting sand cast iron/ centrifugally cast (spun) iron soil, waste vent pipes and fittings with two coats of synthetic enamel paint of any colour such as chocolate grey, or buff etc. over a coat of primer (of approved quality) for new work : 229 75 mm diameter pipe 230 Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour. 231 Waste coupling 38 mm dia of 83 mm length and 77mm breadth, weighing not less than 60 gms 232 Providing and fixing PTMT Bottle Trap for Wash basin and sink. 233 Bottle trap 31mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms 234 Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. 235 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 236 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. 237 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS: 13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : 238 Kitchen sink with drain board 239 510x1040 mm bowl depth 250 mm 240 Providing and fixing 8mm dia C.P / S.S Jet with flexible tube upto1 metre long with S.S triangular plate to Eureopean type W.C of quality and make as approved by engineer-in-charge. 241 Providing and fixing G.I. pipes complete with G.I. fittings including trenching & refilling. 242 External work 243 32mmdia nominal bore 244 40mmdia nominal bore 245 WATER SUPPLY 246 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. 247 Internal work - Exposed on wall 248 20 mm nominal outer dia Pipes 249 25 mm nominal outer dia Pipes 250 32 mm nominal outer dia Pipes 251 40 mm nominal outer dia Pipes 252 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. 253 Concealed work, including cutting chases and making good the walls etc. 254 15 mm nominal outer dia Pipes 255 20 mm nominal outer dia Pipes 256 25 mm nominal outer dia Pipes 257 32 mm nominal outer dia Pipes 258 Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 259 25 to 40 mm nominal bore 260 Providing and fixing brass stop cock of approved quality : 261 15 mm nominal bore 262 20 mm nominal bore 263 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 264 25mm nominal bore 265 32mm nominal bore 266 40mm nominal bore 267 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 268 25 mm nominal bore 269 Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main : 270 25 mm nominal bore 271 Providing and fixing uplasticised PVC connection pipe with brass unions : 272 45 cm length 273 15 mm nominal bore 274 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 275 100 mm diameter 276 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 277 Rectangular tank 278 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 279 15 mm nominal bore 280 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 281 15 mm nominal bore 282 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 283 15 mm nominal bore. 284 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 285 15 mm nominal bore 286 Providing and fixing PTMT grating of approved quality and colour. 287 Circular type. 288 100 mm nominal dia. 289 Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof. 290 SEWARAGE & DRAINAGE 291 Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 292 100 mm diameter 293 150 mm diameter 294 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : 295 100 mm diameter S.W. pipe 296 150 mm diameter S.W. pipe 297 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70kg as per standard design: 298 180 x 150 mm size P type 299 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 300 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : 301 Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : 302 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 303 Extra for depth for manholes : 304 Size 90x80 cm 305 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 306 Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufactures permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. 307 Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : 308 For pipes 100 to 250 mm diameter 309 Providing, laying and jointing non pressure NP2 class (light duty)RCC pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 310 150 mm dia RCC pipe 311 250 mm dia RCC pipe 312 NON SHEDULE ITEMS 313 Providing and fixing concealed single leverbath & overhead shower mixer of hindware make and model No.(F360019CP) respectively or equivalent approved make as approved byEngineer in charge. 314 Providing & fixing Sink Mixer with Swinging Casted Spout (Wall Mounted Jaquar model CON-309 KN)/approved equal with 450mm long copper pipes & brass nuts. 315 Providing and fixing C.P. brass grab bar(600mm long) fixed with C.P. brass screwsincluding all fittings complete.Jaquar model no. AHS-1507/approve equal. 316 SUBHEAD - I - WIRING 317 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 318 Group C 319 Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. 320 Wiring for light/ power plug with 4X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit alongwith 2 Nos. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. 321 Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required. 322 4 Module (125 mmX75 mm) 323 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 324 15/16 A switch 325 3 pin 5/6 A socket outlet 326 Telephone socket outlet 327 TV antenna socket outlet 328 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required. 329 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire 330 2 X 6 sq. mm + 1 X 6 sq. mm earth wire 331 2 X 10 sq. mm + 1 X 6 sq. mm earth wire 332 4 X 4 sq. mm + 2 X 4 sq. mm earth wire 333 Supplying and drawing co-axial TV cable RG-6 grade, 0.7 mm solid copper conductor PE insulated, shielded with fine tinned copper braid and protected with PVC sheath in the existing surface/ recessed steel/ PVC conduit as required. 334 Supplying and fixing of following sizes of steel conduit along with accessories in surface/recess including painting in case of surface conduit, or cutting the wall and making good the same in case of recessed conduit as required. 335 25 mm 336 Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required. 337 1 or 2 Module (75 mmX75 mm) 338 Supplying and drawing following pair 0.5 mm dia FRLS PVC insulated annealed copper conductor, unarmored telephone cable in the existing surface/ recessed steel/ PVC conduit as required. 339 2 Pair 340 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 341 20 mm 342 25 mm 343 Providing and fixing in position 2mm thick M.S. Telephone junction box of size suitable for fixing of following Krone Tag Block with key lock arrangement. Also provide clamps for fixing tag blocks. 344 10 pair Telephone Tag Blockwith box 345 Supplying, laying of 10 pair unarmoured PVC insulated copper conductor (ATC) telephone cable in ground/existing pipes/on wall and making connection with telephone main junction box (MDF) including supports and all accessories as required 346 10 Pair Cable unarmoured 347 SUBHEAD - II - SUPPLY & INSTALLATION OF FITTINGS 348 Supplying of following box type Fl. fitting made out of CRCA sheet finished in antirust treated non-yellowing super white stove enamelled paint duly wired with copper wound heavy duty choke starter holder, starter but without lamp complete etc. as reqd. 349 Mounting rail for TLED lamps 1600 Lumens (TMC 501 P 1xT-LED with Essential LED 18W Tube) 350 Sereno 42 watt 2950 lumens philips SP824 P LED 30S-5000 GR OA 351 Supplying of wall mounted suitable for 1300 Lumens complete with ballast & accessories such as wire guard etc. complete as required. 352 15W Astra Surface & wall mounted 1300 Lumens ( Philips BN150W LED13S-6500 PSE OD GR ) 353 Supplying of wall bracket light fittings suitable for 11 / 13 W CFL lamp. The fitting shall be made up of M.S. powder coated provided with integral ballast, frosted glass and 1 no. 11 / 13 Wlamp duly wired upto the connector block complete as required. (Decon Cat. No.05AAM) 354 Supplying of ceiling light fittings suitable for 1 x 15/20 W LED lamp. The fitting shall be made up of M.S. powder coated provided with electronic ballast, 1 no. 15/20 W LED lamp duly wired upto the connector block etc. complete as required. 355 Cirrus Mini Pro 15 / 20 watt & 1100 /1600 Lumens (Philips SM200C LED11S 6500 PSU OD WH) 356 Supplying of bulk head fittings suitable for 10 W LED lamp complete with ballast & accessories such as glass, wire guard, 60 W CFL lamp etc. complete as required. 357 Endural LED-Bulkhead, 10 W, 600 lumen Such as (Philips WT202W LED6S CW PSU S2 PC) 358 Supplying of exhaustfan, all complete with mounting ring frame i/c bracket,but without regulator with shutters in the following sizes. (G.E. ALSTHOM, KHAITAN & HAVELLS COMPANY) 359 300 mm 4 Pole 360 Supplying of 1400 mm sweep A.C. electric Ceiling fans, capacitor type with double ball bearing complete with 300 mm down rod, canopies, shackles, blades, but without regulator suitable for operation on 230 / 240 Volts, 50 Hz, single phase, A.C. supply. (CROMPTON, KHAITAN & HAVELLS COMPANY) 361 Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. 362 Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover on the fan box etc. as required. 363 Installation, testing and commissioning of pre-wired, Light Fixture / compact fluorescent fitting of all types, complete with all accessories and tube/lamp etc. directly on ceiling/ wall, including connections with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable and earthing etc. as required. 364 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. 365 Upto 450 mm sweep 366 Extra for fixing the louvers/ shutters complete with frame for a exhaust fan of all sizes. 367 Installation, testing and commissioning of wall bracket /ceiling fittings of all sizes and shapes containing upto two GLS/CFL/ LED lamps per fitting, complete with all accessories including connections etc. as required. 368 Supplying and fixing call bell/ buzzer suitable for single phase, 230 V, complete as required. 369 SUBHEAD - III - DISTRIBUTION BOARD 370 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/ Isolator) 371 6 way (4 + 18), Double door 372 Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. 373 100 A 374 Supplying and fixing following rating, four pole, (three phase and neutral), 415 V, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. 375 63 A 376 Supplying and fixing following rating, double pole, 240 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. 377 40 amps 378 Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 379 12 way , Double door 380 16 way , Double door 381 Supplying and fixing following rating, double pole, (single phase and neutral), 240 V, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. 382 25 A 383 40 A 384 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, “C” curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 385 Single pole 386 SUBHEAD - IV - EARTHING 387 Earthing with G.I. earth pipe 4.5 meter long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. 388 Providing and laying earth connection from earth electrode with 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earth electrode including connection with G.I. thimble excavation and re-filling as required. 389 Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing as required. 390 SUBHEAD - V - STREET LIGHTING ON BUILDING 391 Supplying, installing, testing and commissioning of 2 x 36W general purpose flourescent street light fittings with sheet aluminium housing and UV stabilized acrylic cover complete with chokes, starter holders, condensers, reflector cover etc. as reqd. (Philips Cat No. TRC 33 / 236 HPF) (To be fixed directly on wall of building) 392 Supplying and fixing of 32 mm dia X 2.00 meter long G.I. pipe (medium class) bracket for mounting of fluorescent / HPMV / HPSV street light fitting on pole including bending the pipe to the required shape, 2 Nos. 40 mm X 3 mm flat iron clamps with nuts, bolts and washer, painting the flat iron with primer and finish paint etc. as required. 393 Supply of following sizes of FRLS 1.1 KV stranded compact circular aluminium conductor screened with extruded semi conducting compound, XLPE insulated,Al round wire armoured & overall PVC sheathed cableconforming to IS to IS 7098 (Part-I) with latest amendments 394 2 x 4 sq.mm 395 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 kV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc. as required. 396 Upto 35 sq. mm 397 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 kV grade of following size in the existing RCC/ HUME/ METAL pipe as required. 398 Upto 35 sq. mm 399 Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 kV grade of following size on wall surface as required. 400 Upto 35 sq. mm (clamped with 1mm thick saddle) 401 Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 kV grade as required. 402 2 X 6 sq. mm (19mm) 403 Supply & fixing of 150x200 mm 60mm deep MS junction box recess or surface on wall with 3mm bakalite cover15 overlapping 15 all sides of junction Box & housing 4way 32amps bakelie connector to terminate incoming & outgoing armoured cable & & wiring the light fixture with 3x1.5 sq mm PVC insulated coppwer wire including interconnection ets as reqired .( Cost of termination of armoured cable with gland is not to be included as the same is payable under separate item no 5.07 of this SUBHEAD) 404 Providing, laying and fixing following dia RCC pipe NP2 class (light duty) in ground complete with RCC collars, jointing withcement mortar1:2 (1 cement : 2 fine sand) including trenching (75 cm deep) and refilling etc. as required. 405 100 mm dia 406 SUBHEAD - VI - LIGHTNING CONDUCTOR 407 Providing and fixing of lightning conductor finial, made of 25mm dia 300 mm long, G.I. tube, having single prong at top, with85 mm dia 6 mm thick G.I. base plate including holes etc.complete as required. 408 Jointing copper / G.I. tape (with another copper/ G I tape, base of the finial or any other metallic object) by riveting / nut bolting/ sweating and soldering etc as required. 409 Fixing of copper/ G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required.(For horizontal run) 410 Fixing of copper/ G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required.(For vertical run) 411 Providing and fixing testing joint, made of 20 mm X 3 mm thickG.I. strip, 125 mm long, with 4 nos. of G.I. bolts, nuts, chucknuts and spring washers etc. complete as required. 412 Laying copper/ G.I. tape 32 mm X 6 mm from earth electrodedirectly in ground as required 413 EARTH WORK 414 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 415 All kinds of soil 416 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 417 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 418 Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. 419 CONCRETE WORK 420 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 421 1:5:10 (1 Cement : 5 coarse sand (zone-III) : 10 graded stone aggregate 40 mm nominal size) 422 Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing : 423 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). 424 Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size) 425 Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. 426 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. 427 REINFORCEDCEMENTCONCRETE 428 Centering and shuttering including strutting, propping etc. and removal of form for all heights: 429 Foundations, footings, bases of columns, etc. for mass concrete 430 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc 431 Columns, Pillars, Piers, Abutments, Posts and Struts 432 Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like 433 Edges of slabs and breaks in floors and walls 434 Under 20 cms wide 435 Suspended floors, roofs, landings, balconies and access platform. 436 Lintels, beams, plinth beams, girders, bressumers and cantilevers. 437 Providing precast cement concrete Jali 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 6mm nominal size), reinforced with 1.6 mm dia mild steel wire, including centering and shuttering, roughening cleaning, fixing and finishing with cement mortar 1:3 (1 cement: 3 fine sand) etc. complete, excluding plastering of the jambs, sills and soffits. 438 50 mm thick 439 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 440 Thermo-Mechanically Treated bars of grade Fe-500D or more. 441 Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. 442 Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately). 443 All works upto plinth level 444 All works above plinth level upto floor V level 445 Add for using extra cement in the items of design mix over and above the specified cement content therein. 446 BRICK WORK 447 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 448 Cement mortar 1:6 (1 cement : 6 coarse sand) 449 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for seperately).: 450 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. 451 Cement mortar 1:4 (1 cement :4 coarse sand) 452 Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry. 453 Brick edging 7cm wide 11.4 cm deep to plinth protection with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 including grouting with cement mortar 1:4 (1 cement : 4 fine sand). 454 MARBLE WORK 455 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. 456 Raj Nagar Plain white marble/ Udaipur green marble/ Zebra black marble 457 Area of slab over 0.50 sqm 458 Granite of any colour and shade 459 Area of slab over 0.50 sqm 460 Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. 461 Marble work 462 Granite work 463 Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter and similar location in marble/ Granite/ stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete. 464 WOOD WORK & PVC WORK 465 Float Glass Panes 466 4mm thick glass pane (weight not less than 10 kg/sqm 467 Extra for providing frosted glass panes 4 mm thick instead of ordinary float glass panes 4 mm thick in doors, windows and clerestory window shutters. (Area of opening for glass panes excluding portion inside rebate shall be measured). 468 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 469 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 470 Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). 471 Extra for cutting rebate in flush door shutters (Total area of the shutter to be measured). 472 Providing and fixing wire gauge shutters using galvanized M.S. wire gauge of average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws : 473 35 mm thick shutters 474 Kiln seasoned and chemically treated hollock wood 475 Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete. 476 With 12 mm mild steel U beading 477 Providing and fixing ISI marked oxidised M.S. single acting spring hinges with necessary screws etc. complete : 478 150 mm 479 Providing and fixing oxidised M.S. casement stays (straight peg type) with necessary screws etc. complete. 480 250 mm weighing not less than 150 gms 481 Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : 482 250x16 mm 483 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 484 200x10 mm 485 Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. 486 Twin rubber stopper 487 Providing and fixing factory made uPVC white colour sliding glazed window upto 1.50 m in height dimension comprising of uPVC multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardwares and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes, wire mesh and silicon sealent shall be paid separately). Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. 488 Three track three panels sliding window with fly proof S.S wire mesh (Two nos. glazed & one no. wire mesh panels) made of (big series) frame 116 x 45 mm & sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 1.75 sqm). 489 STEEL WORK 490 Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). 491 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 492 Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 493 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 494 Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. 495 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. 496 M.S. tube 497 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 498 4.0 mm thick glass panes 499 FLOORING 500 Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-incharge. (The panel shuttering work shall be paid for separately). 501 (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately). 502 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 503 25 mm thick. 504 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 505 Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab. 506 Extra for Kota stone/ sand stone in treads of steps and risers using single length up to 1.05 metre. 507 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 508 Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete. 509 Size of Tile 600x600 mm 510 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joint with white cement & matching pigments etc. complete. 511 Size of Tile 600x600 mm 512 Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved s;ze, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. 513 ROOFING 514 Providing and laying brick tiles over mumty roofs, grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement, over 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat: 12.19.1 With common burnt clay F.P.S. (non modular) brick tilesof class designation 10 515 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. 516 FINISHING 517 12 mm cement plaster of mix 518 1:6 (1 cement: 6 coarse sand) 519 15 mm cement plaster on rough side of single or half brick wall of mix: 520 1:6 (1 cement: 6 coarse sand) 521 Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 522 20 mm Cement Plaster 523 White washing with lime to give an even shade : 524 New work (three or more coats) 525 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : 526 New work (two or more coats) over and including water thinnable priming coat with cement primer 527 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: 528 New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) 529 Applying priming coat: 530 With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) 531 With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works 532 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : 533 Two or more coats on new work 534 Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade : 535 Two or more coats on new work 536 WATER PROOFING 537 Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of: 538 Ist course of applying cement slurry @ 4.4 kg/sqm mixedwith water proofing compound conforming to IS 2645 inrecommended proportions including rounding off junction of vertical and horizontal surface. 539 IInd course of 20 mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface. 540 IIIrd course of applying blown or residual bitumen applied hot at 1.7 kg. per sqm of area. 541 IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 kg/sqm). 542 Providing and laying in situ seven course water proofing treatment with APP (Atactic poly-propylene) modified Polymeric memberane over roof consisting of first coat of bitumen primer @ 0.40 litre per sqm, 2nd, 4th & 6th courses of bonding material @ 1.20 Kg/sqm, which shall consist of blown type bitumen of grade 85/25 conforming to IS : 702, 3rd and 5th layers of roofing membrane APP modified Polymeric membrane 1.5 mm thick of 2.25 Kg/sqm weight consisting of five layers prefabricated with centre core as 20 micron HMHDPE film sandwiched on both sides with polymeric mix and the polymeric mix is protected on both side with 20 micron HMHDPE film. 7th, the top most layer shall be finished with brick tiles of class designation 10 grouted with cement mortar 1:3 (1cement : 3 fine sand) mixed with 2% integral water proofing compound by weight of cement over a 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat (item of laying brick tiles shall be paid for separately). 543 NON SHEDULE ITEMS 544 Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 545 150 mm 546 Providing and fixing aluminium door buffer of approved make, design and colour with necessary screws etc all complete as directed and specified by the Engineer-in-Charge : 547 Providing and laying 1st quality ceramic glazed Anti skid floortiles of size 300x300 mm (thickness to be specified by the manufacturer) conforming to IS:15622 in all colours, shades, sizes as approved over 20 mm thick bed of Cement Mortar 1: 4 (1 cement : 4 Coarse Sand) including pointing the joints with white cement and matching pigment etc complete in all respects as per specifications/drawings and to the entire satisfaction to the Architect. 548 EARTH WORK 549 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 550 All kinds of soil. 551 Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : 552 All kinds of soil 553 Pipes, cables etc, not exceeding 80 mm dia. 554 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia 555 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 556 ROOFING 557 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 558 110 mm diameter 559 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 560 Coupler 561 110 mm 562 Bend 87.5° 563 110 mm bend 564 Shoe (Plain) 565 110 mm Shoe 566 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 567 110 mm 568 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. 569 SANITARY INSTALLATIONS 570 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: 571 White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests 572 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : 573 W.C. pan with ISI marked black solid plastic seat and lid 574 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: 575 White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap 576 Providing and fixing Stainless Steel A ISi 304 (18/8) kitchen sink as per IS: 13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : 577 Kitchen sink with drain board 578 510x1040 mm bowl depth 250 mm 579 Extra for using coloured pedestal type W.C pan (European type) with low level cistern of same colour instead of white vitreous china W.C pan and cistern. 580 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 581 Providing and fixing toilet paper holder : 582 Vitreous china 583 Providing and fixing soil, waste and vent pipes : 584 100 mm dia. 585 Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 586 75mm diameter 587 Centrifugally cast (spun) iron socketed pipe as per IS: 3989 588 Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc. : 589 For 100 mm dia. pipe 590 For 75 mm dia. pipe 591 Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. 592 100 mm 593 Sand cast iron S&S as per IS - 3989 594 75 mm 595 Sand cast iron S&S as per IS- 3989 596 Providing and fixing plain bend of required degree. 597 100 mm 598 Sand cast iron S&S as per IS : 3989 599 75 mm 600 Sand cast iron S&S as per IS - 3989 601 Providing and fixing heel rest sanitary bend 602 100 mmdia 603 Sand cast iron S&S as per IS - 3989 604 75 mm dia 605 Sand cast iron S&S as per IS - 3989 606 Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3mm thick,bolts and nuts complete. 607 100x100x100mm 608 Sand cast iron S&S as per IS - 3989 609 75x75x75mm 610 Sand cast iron S&S as per IS - 3989 611 Providing and fixing single equal plain junction of required degree 612 100x100x100mm 613 Sand cast iron S&S as per IS - 3989 614 75x75x75mm 615 Sand cast iron S&S as per IS - 3989 616 Providing and fixing door piece, insertion rubber washer 3mm thick, bolts & nuts complete : 617 100 mm 618 Sand cast iron S&S as per IS - 3989 619 75 mm 620 Sand cast iron S&S as per IS - 3989 621 Providing and fixing terminal guard : 622 100 mm 623 Sand cast iron S&S as per IS - 3989 624 75 mm 625 Sand cast iron S&S as per IS - 3989 626 Providing and fixing collar : 627 100 mm 628 Sand cast iron S&S as per IS - 3989 629 75 mm 630 Sand cast iron S&S as per IS - 3989 631 Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and fittings of diameter : 632 100 mm 633 75 mm 634 Providing and fixing M.S. stays and clamps for sand cast iron/ centrifugally cast (spun) iron pipes of diameter : 635 100 mm 636 75 mm 637 Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : 638 100 mm inlet and 100 mm outlet 639 Sand Cast Iron S&S as per IS: 1729 640 Cutting chases in brick masonry walls for following diameter sand cast iron/ centrifugally cast (spun) iron pipes and making good the same with cement concrete 1:3:6 ( 1 cement : 3 coarse sand :6 graded stone aggregate 12.5 mm nominal size), including necessary plaster and pointing in cement mortar 1:4 (1 cement : 4 coarse sand) : 641 100 mm dia 642 Painting sand cast iron/ centrifugally cast (spun) iron soil, waste vent pipes and fittings with two coats of synthetic enamel paint of any colour such as chocolate grey, or buff etc. over a coat of primer (of approved quality) for new work : 643 75 mm diameter pipe 644 Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour. 645 Waste coupling 38 mm dia of 83 mm length and 77mm breadth, weighing not less than 60 gms 646 Providing and fixing PTMT Bottle Trap for Wash basin and sink. 647 Bottle trap 31mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms 648 Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. 649 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 650 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. 651 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS: 13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : 652 Kitchen sink with drain board 653 510x1040 mm bowl depth 250 mm 654 Providing and fixing 8mm dia C.P / S.S Jet with flexible tube upto1 metre long with S.S triangular plate to Eureopean type W.C of quality and make as approved by engineer-in-charge. 655 Providing and fixing G.I. pipes complete with G.I. fittings including trenching & refilling. 656 External work 657 32mmdia nominal bore 658 40mmdia nominal bore 659 WATER SUPPLY 660 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. 661 Internal work - Exposed on wall 662 20 mm nominal outer dia Pipes 663 25 mm nominal outer dia Pipes 664 32 mm nominal outer dia Pipes 665 40 mm nominal outer dia Pipes 666 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. 667 Concealed work, including cutting chases and making good the walls etc. 668 15 mm nominal outer dia Pipes 669 20 mm nominal outer dia Pipes 670 25 mm nominal outer dia Pipes 671 32 mm nominal outer dia Pipes 672 Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 673 25 to 40 mm nominal bore 674 Providing and fixing brass stop cock of approved quality : 675 15 mm nominal bore 676 20 mm nominal bore 677 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 678 25mm nominal bore 679 32mm nominal bore 680 40mm nominal bore 681 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 682 25 mm nominal bore 683 Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main : 684 25 mm nominal bore 685 Providing and fixing uplasticised PVC connection pipe with brass unions : 686 45 cm length 687 15 mm nominal bore 688 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 689 100 mm diameter 690 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 691 Rectangular tank 692 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 693 15 mm nominal bore 694 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 695 15 mm nominal bore 696 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 697 15 mm nominal bore. 698 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 699 15 mm nominal bore 700 Providing and fixing PTMT grating of approved quality and colour. 701 Circular type. 702 100 mm nominal dia. 703 Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof. 704 SEWARAGE & DRAINAGE 705 Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 706 100 mm diameter 707 150 mm diameter 708 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : 709 100 mm diameter S.W. pipe 710 150 mm diameter S.W. pipe 711 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70kg as per standard design: 712 180 x 150 mm size P type 713 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 714 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : 715 Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : 716 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 717 Extra for depth for manholes : 718 Size 90x80 cm 719 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 720 Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufactures permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. 721 Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : 722 For pipes 100 to 250 mm diameter 723 Providing, laying and jointing non pressure NP2 class (light duty)RCC pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 724 150 mm dia RCC pipe 725 250 mm dia RCC pipe 726 NON SHEDULE ITEMS 727 Providing and fixing concealed single leverbath & overhead shower mixer of hindware make and model No.(F360019CP) respectively or equivalent approved make as approved byEngineer in charge. 728 Providing & fixing Sink Mixer with Swinging Casted Spout (Wall Mounted Jaquar model CON-309 KN)/approved equal with 450mm long copper pipes & brass nuts. 729 Providing and fixing C.P. brass grab bar(600mm long) fixed with C.P. brass screwsincluding all fittings complete.Jaquar model no. AHS-1507/approve equal. 730 SUBHEAD - I - WIRING 731 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 732 Group C 733 Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. 734 Wiring for light/ power plug with 4X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit alongwith 2 Nos. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. 735 Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required. 736 4 Module (125 mmX75 mm) 737 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 738 15/16 A switch 739 3 pin 5/6 A socket outlet 740 Telephone socket outlet 741 TV antenna socket outlet 742 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required. 743 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire 744 2 X 6 sq. mm + 1 X 6 sq. mm earth wire 745 2 X 10 sq. mm + 1 X 6 sq. mm earth wire 746 4 X 4 sq. mm + 2 X 4 sq. mm earth wire 747 Supplying and drawing co-axial TV cable RG-6 grade, 0.7 mm solid copper conductor PE insulated, shielded with fine tinned copper braid and protected with PVC sheath in the existing surface/ recessed steel/ PVC conduit as required. 748 Supplying and fixing of following sizes of steel conduit along with accessories in surface/recess including painting in case of surface conduit, or cutting the wall and making good the same in case of recessed conduit as required. 749 25 mm 750 Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required. 751 1 or 2 Module (75 mmX75 mm) 752 Supplying and drawing following pair 0.5 mm dia FRLS PVC insulated annealed copper conductor, unarmored telephone cable in the existing surface/ recessed steel/ PVC conduit as required. 753 2 Pair 754 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 755 20 mm 756 25 mm 757 Providing and fixing in position 2mm thick M.S. Telephone junction box of size suitable for fixing of following Krone Tag Block with key lock arrangement. Also provide clamps for fixing tag blocks. 758 10 pair Telephone Tag Blockwith box 759 Supplying, laying of 10 pair unarmoured PVC insulated copper conductor (ATC) telephone cable in ground/existing pipes/on wall and making connection with telephone main junction box (MDF) including supports and all accessories as required 760 10 Pair Cable unarmoured 761 SUBHEAD - II - SUPPLY & INSTALLATION OF FITTINGS 762 Supplying of following box type Fl. fitting made out of CRCA sheet finished in antirust treated non-yellowing super white stove enamelled paint duly wired with copper wound heavy duty choke starter holder, starter but without lamp complete etc. as reqd. 763 Mounting rail for TLED lamps 1600 Lumens (TMC 501 P 1xT-LED with Essential LED 18W Tube) 764 Sereno 42 watt 2950 lumens philips SP824 P LED 30S-5000 GR OA 765 Supplying of wall mounted suitable for 1300 Lumens complete with ballast & accessories such as wire guard etc. complete as required. 766 15W Astra Surface & wall mounted 1300 Lumens ( Philips BN150W LED13S-6500 PSE OD GR ) 767 Supplying of wall bracket light fittings suitable for 11 / 13 W CFL lamp. The fitting shall be made up of M.S. powder coated provided with integral ballast, frosted glass and 1 no. 11 / 13 Wlamp duly wired upto the connector block complete as required. (Decon Cat. No.05AAM) 768 Supplying of ceiling light fittings suitable for 1 x 15/20 W LED lamp. The fitting shall be made up of M.S. powder coated provided with electronic ballast, 1 no. 15/20 W LED lamp duly wired upto the connector block etc. complete as required. 769 Cirrus Mini Pro 15 / 20 watt & 1100 /1600 Lumens (Philips SM200C LED11S 6500 PSU OD WH) 770 Supplying of bulk head fittings suitable for 10 W LED lamp complete with ballast & accessories such as glass, wire guard, 60 W CFL lamp etc. complete as required. 771 Endural LED-Bulkhead, 10 W, 600 lumen Such as (Philips WT202W LED6S CW PSU S2 PC) 772 Supplying of exhaustfan, all complete with mounting ring frame i/c bracket,but without regulator with shutters in the following sizes. (G.E. ALSTHOM, KHAITAN & HAVELLS COMPANY) 773 300 mm 4 Pole 774 Supplying of 1400 mm sweep A.C. electric Ceiling fans, capacitor type with double ball bearing complete with 300 mm down rod, canopies, shackles, blades, but without regulator suitable for operation on 230 / 240 Volts, 50 Hz, single phase, A.C. supply. (CROMPTON, KHAITAN & HAVELLS COMPANY) 775 Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. 776 Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover on the fan box etc. as required. 777 Installation, testing and commissioning of pre-wired, Light Fixture / compact fluorescent fitting of all types, complete with all accessories and tube/lamp etc. directly on ceiling/ wall, including connections with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable and earthing etc. as required. 778 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. 779 Upto 450 mm sweep 780 Extra for fixing the louvers/ shutters complete with frame for a exhaust fan of all sizes. 781 Installation, testing and commissioning of wall bracket /ceiling fittings of all sizes and shapes containing upto two GLS/CFL/ LED lamps per fitting, complete with all accessories including connections etc. as required. 782 Supplying and fixing call bell/ buzzer suitable for single phase, 230 V, complete as required. 783 SUBHEAD - III - DISTRIBUTION BOARD 784 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/ Isolator) 785 6 way (4 + 18), Double door 786 Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. 787 100 A 788 Supplying and fixing following rating, four pole, (three phase and neutral), 415 V, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. 789 63 A 790 Supplying and fixing following rating, double pole, 240 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. 791 40 amps 792 Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 793 12 way , Double door 794 16 way , Double door 795 Supplying and fixing following rating, double pole, (single phase and neutral), 240 V, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. 796 25 A 797 40 A 798 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, “C” curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 799 Single pole 800 SUBHEAD - IV - EARTHING 801 Earthing with G.I. earth pipe 4.5 meter long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. 802 Providing and laying earth connection from earth electrode with 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earth electrode including connection with G.I. thimble excavation and re-filling as required. 803 Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing as required. 804 SUBHEAD - V - STREET LIGHTING ON BUILDING 805 Supplying, installing, testing and commissioning of 2 x 36W general purpose flourescent street light fittings with sheet aluminium housing and UV stabilized acrylic cover complete with chokes, starter holders, condensers, reflector cover etc. as reqd. (Philips Cat No. TRC 33 / 236 HPF) (To be fixed directly on wall of building) 806 Supplying and fixing of 32 mm dia X 2.00 meter long G.I. pipe (medium class) bracket for mounting of fluorescent / HPMV / HPSV street light fitting on pole including bending the pipe to the required shape, 2 Nos. 40 mm X 3 mm flat iron clamps with nuts, bolts and washer, painting the flat iron with primer and finish paint etc. as required. 807 Supply of following sizes of FRLS 1.1 KV stranded compact circular aluminium conductor screened with extruded semi conducting compound, XLPE insulated,Al round wire armoured & overall PVC sheathed cableconforming to IS to IS 7098 (Part-I) with latest amendments 808 2 x 4 sq.mm 809 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 kV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc. as required. 810 Upto 35 sq. mm 811 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 kV grade of following size in the existing RCC/ HUME/ METAL pipe as required. 812 Upto 35 sq. mm 813 Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 kV grade of following size on wall surface as required. 814 Upto 35 sq. mm (clamped with 1mm thick saddle) 815 Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 kV grade as required. 816 2 X 6 sq. mm (19mm) 817 Supply & fixing of 150x200 mm 60mm deep MS junction box recess or surface on wall with 3mm bakalite cover15 overlapping 15 all sides of junction Box & housing 4way 32amps bakelie connector to terminate incoming & outgoing armoured cable & & wiring the light fixture with 3x1.5 sq mm PVC insulated coppwer wire including interconnection ets as reqired .( Cost of termination of armoured cable with gland is not to be included as the same is payable under separate item no 5.07 of this SUBHEAD) 818 Providing, laying and fixing following dia RCC pipe NP2 class (light duty) in ground complete with RCC collars, jointing withcement mortar1:2 (1 cement : 2 fine sand) including trenching (75 cm deep) and refilling etc. as required. 819 100 mm dia 820 SUBHEAD - VI - LIGHTNING CONDUCTOR 821 Providing and fixing of lightning conductor finial, made of 25mm dia 300 mm long, G.I. tube, having single prong at top, with85 mm dia 6 mm thick G.I. base plate including holes etc.complete as required. 822 Jointing copper / G.I. tape (with another copper/ G I tape, base of the finial or any other metallic object) by riveting / nut bolting/ sweating and soldering etc as required. 823 Fixing of copper/ G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required.(For horizontal run) 824 Fixing of copper/ G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required.(For vertical run) 825 Providing and fixing testing joint, made of 20 mm X 3 mm thickG.I. strip, 125 mm long, with 4 nos. of G.I. bolts, nuts, chucknuts and spring washers etc. complete as required. 826 Laying copper/ G.I. tape 32 mm X 6 mm from earth electrodedirectly in ground as required 827 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 828 all kinds of soil 829 Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. 830 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 831 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 832 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 Cement : 5 coarse sand (zone-III) : 10 graded stone aggregate 40 mm nominal size) 833 Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately). 834 Upto plinth level 835 (i) R.C.C. work in Footing 836 (ii) R.C.C. work in Beam 837 (iii) R.C.C. work in Columns 838 Above plinth to floor-V lvl 839 Same as above but R.C.C. work abive plinth Lvl. 840 (i) R.C.C. work in Lintel 841 (ii) R.C.C. work in Beam 842 (iii) R.C.C. work in Columns 843 (iv) R.C.C. work in Slab 844 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. 845 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500 D or more. 846 Add for plaster drip course/ groove in plastered surface or moulding toR.C.C. projections. 847 Centering and shuttering including strutting, propping etc. and removal of form for all heights : 848 Foundations, footings, bases of columns, etc. for mass concrete. 849 Suspended floors, roofs, landings, balconies and access platform. 850 Lintels, beams, plinth beams, girders, bressumers and cantilevers. 851 Columns,Pillars, Piers, Abutments, Posts and Struts. 852 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 853 Cement mortar 1:6 (1 cement : 6 coarse sand) 854 Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size) 855 Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. 856 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for seperately). 857 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in : cement mortar 1:4 (1 cement : 4 coarse sand) 858 Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry. 859 Providing and laying in situ seven course water proofing treatment with APP (Atactic poly-propylene) modified Polymeric memberane over roof consisting of first coat of bitumen primer @ 0.40 litre per sqm, 2nd, 4th & 6th courses of bonding material @ 1.20 Kg/sqm, which shall consist of blown type bitumen of grade 85/25 conforming to IS : 702, 3rd and 5th layers of roofing membrane APP modified Polymeric membrane 1.5 mm thick of 2.25 Kg/sqm weight consisting of five layers prefabricated with centre core as 20 micron HMHDPE film sandwiched on both sides with polymeric mix and the polymeric mix is protected on both side with 20 micron HMHDPE film. 7th, the top most layer shall be finished with brick tiles of class designation 10 grouted with cement mortar 1:3 (1cement : 3 fine sand) mixed with 2% integral water proofing compound by weight of cement over a 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat (item of laying brick tiles shall be paid for separately). 860 Providing and laying brick tiles over mumty roofs, grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement, over 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat: 12.19.1 With common burnt clay F.P.S. (non modular) brick tilesof class designation 10 861 Providing and fixing 35 mm thick factory made laminated veneer lumber door shutter conforming to IS : 14616 and TADS 15:2001 (Part B), including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws, all complete as per directions of Engineerin- charge and panelling with panels of : 12 mm thick one side Pre-laminated particle board (decorative lamination on one side and other sides balancing lamination) grade -1, medium density flat pressed, three layer particle board FPT - I or graded wood particle board FPT-1 conforming to IS : 3087 bonded with BWP type synthetic resin adhesive as per IS : 848 and pre-laminated conforming to IS : 12823, Grade -1, Type II marked : 862 Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). 863 Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer 864 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size 865 Providing and fixing factory made uPVC white colour fixed glazed windows/ ventilators comprising of uPVC multi-chambered frame and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), ,uPVC extruded glazing beads of appropriate dimension, EPDM gasket, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardwares and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealant shall be paid separately). Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. 866 Fixed window / ventilator made of (small series) frame 47 x 50 mm & mullion 47 x 68 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension. 867 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes. 868 Providing and fixing wire gauge shutters using galvanized M.S. wire gauge of average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws : 869 30 mm thick shutters with ISI marked M.S. pressed butt hinges bright finished of required size Second class teak wood 870 Providing and fixing factory made uPVC white colour sliding glazed window upto 1.50 m in height dimension comprising of uPVC multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardwares and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes, wire mesh and silicon sealent shall be paid separately). Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. 871 Three track three panels sliding window with fly proof S.S wire mesh (Two nos. glazed & one no. wire mesh panels) made of (big series) frame 116 x 45 mm & sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 1.75 sqm). 872 15 mm cement plaster on rough side of single or half brick wall of mix:1:6 (1 cement: 6 coarse sand) 873 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) 874 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. 875 Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm. 876 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x600 mm 877 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills , facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Area of slab upto 0.50 sqm 878 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including pointing the joints with white cement and matching pigment etc., complete. 879 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 880 Providing edge moulding to 18mm thick marble stone counters, Vanities etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. 881 Granite work 882 Extra for fixing marble /granite stone over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive including cleaning etc. complete. 883 Extra for providing opening of required size & shape for wash basins/ kitchen sink in kitchen platform, vanity counters and similar location in marble/Granite/stone work including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete. 884 Steel Painting: 885 (a) With ready mixed red oxide zink chromate primer of approved brand and manufacture on steel galvanised iron/steel works. 886 (b) Painting withsynthetic enamel paint of approvedbrandand manufactureto give an even shade:Two or more coats on new work. 887 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water thinnable priming coat with cement primer. 888 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade. New work (Two or more coats applied @ 1.43 ltr/ 10 sqm. over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm). 889 Providing and fixing ISI marked oxidised M.S. single acting spring hingeswith necessary screws etc. complete : 890 150 mm 891 Providing and fixing oxidised M.S. hasp and staple (safety type)conforming to IS : 363 with necessary screws etc. complete : 892 90 mm 893 Providing and fixing special quality bright finished brass cupboard orward robe locks with four levers of approved quality including necessaryscrews etc. complete. 894 75 mm 895 Providing and fixing wooden moulded corner beading of triangular shape to the junction of panelling etc. with iron screws, plugs and priming coat on unexposed surface etc. complete 2nd class teak wood. 896 50x50 mm (base and height) 897 Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : 898 250x16 mm 899 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 900 200x10 mm 901 Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 902 125 mm 903 Providing and fixing aluminium hanging floor door stopper ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete. Twin rubber stopper 904 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 905 25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. piano hinges with necessary screws 906 Providing and fixing Pre-laminated flat pressed 3 layer (medium density) particle board or graded wood particle board IS : 3087 marked, with one side decorative and other side balancing lamination Grade I, Type II exterior grade IS : 12823 marked, in shelves with screws and fittings wherever required, edges to be painted with polyurethane primer (fittings to be paid separately). 907 Float glass panes 4.0 mm thick glass panes (weight not less than 10 kg/sqm). 908 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required. 909 W.C. pan with ISI marked white solid plastic seat and lid 910 Providingandfixing P.V.C. waste pipe forsink or wash basin including PVC waste fittings complete. 911 Flexible Pipe 912 40 mm dia(for sink and urinal) 913 Providing and fixing Stainless Steel A ISi 304 (18/8) kitchen sink as per IS: 13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : 914 Kitchen sink with drain board 915 510x1040 mm bowl depth 250 mm 916 Providing and fixing wash basin with C.I.brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern,includingpainting of fittings and brackets, cutting and making good the walls wherever required 917 White Vitreous china wash basin size 550x400 mm with single 15 mm C.P. brass pillar tap 918 Providing and fixing CP Brass 32mm size Bottle Trap of bapproved quality & make and as per the direction of Engineerin- charge. 919 Providing & fixing C.P. Brass health faucet for ablution with 1 meter long PVC tube, hand shower, couplings, wall hook and other accessories. 920 Providing & fixing CP brass Overhead shower with shower arm, Hand Shower 95mm dia Single Lever Concealed Deusch Mixer with Provision for Connection to Overhead Shower and Easy flex Tube with accessories complete I allrespect 921 Providing & fixing C.P. Brass Waste Coupling for PVC waste Pipe. 922 Providing & Fixing 600 X 450 mm bevelled edge mirror of superiorglass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 923 Providing & fixing toilet paper holder. 924 viterous china 925 Providing and fixing of C. P. brass towel rail 600 x 20 mm size complete with C.P. brass brackets 926 Providing and fixing of C. P. brass towel ring complete with C.P. brass brackets 927 Providing and fixing CP Brasssoap dish 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket and all fittings of the same material of approved quality and colour. 928 Providing, fixing, jointing and testing in position of ISI marked UV stabilized UPVC pipesfor soil, waste, and vent, Type-B as per IS : 13592 suitable for rubber ring joints, including all neccessary specials and fittings (confirming to IS:14735) i.e. bends, tees, junctions (with or without doors),reducers, WC connectors, couplers, expansion joints / bellows, cowels, clamps, rubber rings, clean outs etc. fixing at wall/ ceiling/ floor level supported by clamp & hangers etc. in concealed / inside duct / under floor & basement ceiling / external work etc. including chase cutting as required, excavation and back filling in all kind of soils, suspended from floor under false ceiling or embedding the pipes laid under floors / building in 75 mm. alround 1:2:4 cement concrete (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including cost of shuttering for proper completion of the work, breaking and making good the walls and floors etc. after pipes have been duly laid and tested. The rubber ring shall confirm to IS:5382. 929 The Pipes will be supported with threaded G I rods & U clamps with nuts, washers etc on 50x50x5 mm slotted angle. The cost will include all support arrangements. The work includes commissioning of all pipes lines as per drawings and specifications and as directed by engg-in-charge at site. 930 110 mm dia (Wall Thickness - 3.2 to 3.8 mm) 931 75 mm dia (Wall Thickness - 3.2 to 3.8 mm) 932 Providing, fixing, jointing and testing in position ISI marked (IS:4985) UPVC pipes of min 6 Kg/ Sqcm rating with fitting for waste pipe from fixtures to floor trap including reduces, enlarger, socket, couplers, bends, tees etc including fixing at wall/ ceiling level supported by clamp & hangers etc. cutting holes in wall/ floors/ slabs and making good the same with cement concrete 1:2:4 complete as required. 933 32 mm dia. 934 Providing & fixing UPVC Floor trap of self cleansing designwith stainless steel grating complete in all respects. 935 Multi Floor Trap (5 Ht) with height raiser and branch saddle strip of 50/75 mm outlet 936 Plain Floor Trap (4 Ht) with 50 / 75 outlet and with height raiser 937 P-Trap type Floor Trap 110 x 75 mm 938 Extra for providing & fixing 125 mm dia C.P. grating in place of C.I. grating over floor traps. 939 Providing, fixing, jointing and testing in position of ISI marked UV stabilized UPVC pipesfor rain water disposal, Type-B as perIS : 13592 suitable for rubber ring joints, including all neccessary specials and fittings (confirming to IS:14735) i.e. bends, tees, junctions (with or without doors), reducers, couplers, expansion joints / bellows, cowels, clamps, rubber rings, MS gratings over pipes of bell mouth construction with epoxy painting etc. fixing at wall/ ceiling/ floor level supported by clamp & hangers etc. in concealed / inside duct / under floor / external work etc. including chase cutting as required, excavation and back filling in all kind of soils, suspended from floor under false ceiling or embedding the pipes laid under floors / building in 75 mm. alround 1:2:4 cement concrete (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including cost of shuttering for proper completion of the work, breaking and making good the walls and floors etc. after pipes have been duly laid and tested. The rubber ring shall confirm to IS:5382. 940 The Pipes will be supported with threaded G I rods & clamps on 50x50x5 mm slotted angle. The cost will include all support arrangements. The work includes commissioning of all pipes lines as per drawings and specifications and as directed by engg-in-charge at site. 941 110 mm dia 942 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. 943 Providing&fixing15 mm nominal bore45 cm long unplasticised PVC connection pipewith brass unions. 944 45 cm length 945 15 mm nominal bore 946 Providing and fixing C.P brass bib cock of approved qualityconforming to IS standards IS: 8931. 947 15 mm nominal bore 948 Providing and fixing C.P brass long nose bib cock of approved qualityconforming to IS standardsandweighing notlessthan 810 gms. 949 15 mm nominal bore 950 Providing & fixing 15 mm nominal bore C.P brass Angle valve for basin mixer and geyser points of approved quality conformingto IS8931. 951 15 mm nominal bore 952 Constructing brick masonry chamber 300 x 300x500mm, insidewithF.P.S. brick work in cement mortar 1: 4 (1 cement : 4 coarse sand) for StopCock, withC. I. surface box 100 x 100 x 75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4mix (1cement : 2 coarse sand:4 grade stone aggregate 20mm nominal size); necessary excavation, foundationconcrete 1:5:10 (1 cement :5 fine sand: 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar1 : 3 (1 cement : 3 coarse sand )12mmthick finished with a floatingcoatof neat cementcomplete as per standard design 953 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 954 Providing & Fixing G.I. Unoun in G.I. pipe including cutting and threading the pipe & making long screws etc. complete. 955 15mm dia nominal bore 956 20mm dia nominal bore 957 25mm dia nominal bore 958 32mm dia nominal bore 959 40mm dia nominal bore 960 Cutting holes up to 30 X 30 cm in walls including making good the same: 961 With common burnt clay F.P.S. (non modular) bricks 962 Providing, fixing chlorinated polyvinyl Chloride (CPVC) pipesCTS-SDR 11, class-1 CPVC Pipes (pressure rating 28 kg/cm2 at 23oC and 7 kg/cm2 at 82oC) confirming to IS : 15778-2007, ASTM D-2846, havingthermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipes with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in charge. 963 Internal work exposed on wall 964 20mm nominal outer dia pipes 965 25mm nominal outer dia pipes 966 32mm nominal outer dia pipes 967 40mm nominal outer dia pipes 968 Providing, fixing chlorinated polyvinyl Chloride (CPVC) pipesCTS-SDR 11, class-1 CPVC Pipes (pressure rating 28 kg/cm2 at 23oC and 7 kg/cm2 at 82oC) confirming to IS : 15778-2007, ASTM D-2846, havingthermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipes with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in charge. 969 Concealed work including cutting chase and making good the wall etc. 970 15mm nominal outer dia pipes 971 20mm nominal outer dia pipes 972 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 973 Circular tank 974 Providing & fixing of hand lever operated forged brass body full way ball valve type isolating valve having forged brass hard chrome plated mirror finish ball, steel handle with PVC grip, teflon seat, screwed ends tested to a pressure of 15 kg/sqcm complete. 975 15 mm nominal bore 976 20 mm nominal bore 977 a) 25 mm dia 978 40 mm nominal bore 979 Providing & fixing brass ball float valvewith bronzefloats of approved quality complete. 980 20 mm nominal dia 981 Providing & fixing of medium class G.I.spout up to 300 mm. length including cutting and making good the walls and floors etc. as required. 982 a) 25 mm dia 983 SUB HEAD (I) :- INTERNAL WIRING 984 Point wiring in PVC conduit, with modular type switch :- 985 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class pvc conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 986 Group C 987 Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point ( without independent switch etc.) with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed PVC conduit, and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc. as required. 988 Group C 989 Twin Control Point wiring in PVC conduit, with modular type switch :- 990 Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class pvc conduit, 2 way modular switch, modular switch, suitable M.S. box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 991 Power plug wiring in PVC conduit (2 x 4 Sq.Mm.) :- 992 Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class pvc conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. 993 Circuit / Sub main wiring in PVC conduit :- 994 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class pvc conduit as required. 995 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire. 996 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire. 997 2 x 6 sq.mm. + 1 x 6 sq.mm. Earth wire 998 2 x 10 sq.mm. + 1 x 6 sq.mm. Earth wire 999 4 x 10 sq.mm. + 2 x 6 sq.mm. Earth wire 1000 S/F light plug point Modular type accessories :- 1001 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required 1002 S/F power plug point modular type accessories :- 1003 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required. 1004 Supplying and fixing 20 amps, 240 volts, SPN, industrial type socket outlet, with 2 poles and earth metal enclosedplug top alongwith 20amps. C curve, SP MCB in sheet steel enclosure, on surface or in recess, with chainedmetal cover for the socket outlet, and complete with connections, testingandcommissioning etc. as required. 1005 S/F modular type electronic fan regulator :- 1006 Supply and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. 1007 S/F modular type blanking plate :- 1008 Supply and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. 1009 SUB HEAD (II) :- DISTRIBUTION BOARDS & MCBs 1010 Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 1011 8 way , Double door 1012 Supplying and fixing followingway, horizontal type TP&N, sheet steelMCB distribution board,415 V on surface /recess,completewithtinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required (But without MCB / RCCB / Isolators). 1013 8 way (4 + 24), Double door 1014 Supplying and fixing following rating, double pole, (single phase and neutral), 240 volts,residual current circuit breaker (RCCB), having a sensitivity current upto 30 mA in the existingMCBDBcomplete with connections, testing andcommissioning etc. as required. 1015 63 amps. 1016 Supplying and fixing 5 amps. to 32 amps. rating, 240 volts `C series,miniature circuit breaker (MCB)suitable for inductive load offollowingpolesin the existingMCBDBcomplete with connections, testing andcommissioning etc. as required. 1017 single pole 1018 Supplying & fixing single pole, blanking plate in the existing MCBDBcomplete etc. as required. 1019 Supplying and fixing following rating, Single/ double/ three pole, 230/ 415 volts, MCB C curve in the existing MCB DB complete with connections, testing and commissioning etc. as required. 1020 63 amps FP MCB 1021 40 amps DP MCB 1022 SUB HEAD (III) :- TELEPHONE, TELEVISION & DATA SYSTEM 1023 S/F MODULAR BOXES, BASE & COVER PLATE :- 1024 Supplying and fixing following size / modules, GI box along with modular base & cover plate for modular switches inrecessetc as required 1025 1 or 2 Module (75 mm x 75 mm) 1026 S/F MODULAR TYPE SWITCH / SOCKET :- 1027 Supplying and fixing following modular switch / socket on the existing modular plate & switch box including connections but excluding modular plate etc as required 1028 Telephone Socket outlet 1029 TV Antenna socket outlet 1030 Supply and fixing offollowingsizes of medium class PVC conduit along with accessories in surface/recess including cuttingthe wall and making good the same in case of recessed conduit as required : 1031 20 mm. 1032 25 mm. 1033 Supply and drawing followingpair, 0.5 sq.mm. FRLS PVC insulated annealed copper conductor, unarmoured telephone cable in the existing surface / recessed steel/ PVC conduit as required. 1034 2 Pair 1035 Supply and drawing co-axial TV cable RG-6 grade, 0.7 mm. Solid copper conductor PE insulated, shielded with fine tinned copper braid and protected with PVC sheath in the existing surface / recessed steel/ PVC conduit as required. 1036 SUB HEAD (IV) :- MISCELLANEOUS 1037 Providing and fixing M.V. dangernotice plate of 200mmx150mm made of mild steel, atleast 2mm thick and vitreous enamelled white on both sides and with inscription singleredcolouronFRLSontsideas required. 1038 Supplying and fixing call bell/buzzer suitablefor single phase, 230 volts, complete as required. 1039 Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box forceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5mm thick M.S. sheet with its top surface hacked for proper bonding,top lid shall be screwed into the cast iron/ M.S. sheet box by means of3.3 mm dia round headed screws, one lock at the corners. Clamp shallbe made of 12 mm dia M.S. bar bent to shape as per standard drawing. 1040 SUB HEAD(V):-INTERNAL LIGHTING FIXTURES & FANS 1041 SUPPLY OF LIGHTING FIXTURES 1042 Supply of 15W SURFACE MOUNTED LED with all accessories as per standard item..(Such as Panasonic ADL04R156 or Equivalent). 1043 Supply of 15W WALL BRACKET LED BULB with all accessories as per standard item..(Such as Panasonic PBUM01157 or Equivalent). 1044 Supply of 20W SURFACE MOUNTED LED with all accessories as per standard item..(Such as Panasonic ADL04R206 or Equivalent). 1045 Supply of 20W SURFACE MOUNTED LED TUBE with all accessories as per standard item..(Such as Panasonic PBTM01207 or Equivalent). 1046 SUPPLY OF CEILING & EXHAUST FANS 1047 Supply of AC230/250 volts, 50 HZceiling fanwith standarddownrod, blades, 2 nos. caps & regulator etc. ISI with 5 star marked & energy efficient complete as required. (Such as Havells Velocity/Velocity HS or Equivalent). 1048 1200 mm sweep 1049 Supply of AC230/250 volts, 50 HZ exhaust fansincluding providingnuts, bolts, mounting FRLSame and other accessories etc. Complete as required (Such as Ventil Air - DX White or Equivalent). 1050 300 mm sweep 900 rpm 1051 ERECTIONOFLIGHTINGFIXTURESANDFANS 1052 Installation, testing and commissioning of pre-wired, flourescent fitting / compact fluorescent fitting of all types, complete with all accessories and tubes etc. directly on ceiling / wall, including connection with 1.5 sq. mm. FRLS PVC insulated, copper conductor, single core cable and earthing etc. as required. 1053 Installation, testing and commissioning of ceiling fan including wiring the down rod of standard length (upto 30 cm.) with 1.5 sq. mm. FRLS PVC insulated, copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover on the fan box etc. as required. 1054 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required 1055 Upto 450 mm sweep 1056 SUB HEAD(VI):-LIGHTNING CONDUCTOR 1057 Providing and fixing of lightning conductor finial, made of 25mm dia 300 mm long, G.I. tube, having single prong at top, with85 mm dia 6 mm thick G.I. base plate including holes etc.complete as required. 1058 Jointing copper / G.I. tape (with another copper/ G I tape, base of the finial or any other metallic object) by riveting / nut bolting/ sweating and soldering etc as required. 1059 Fixing of copper/ G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required.(For horizontal run) 1060 Fixing of copper/ G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required.(For vertical run) 1061 Providing and fixing testing joint, made of 20 mm X 3 mm thickG.I. strip, 125 mm long, with 4 nos. of G.I. bolts, nuts, chucknuts and spring washers etc. complete as required. 1062 Laying copper/ G.I. tape 32 mm X 6 mm from earth electrodedirectly in ground as required 1063 EARTH WORK 1064 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1065 All kinds of soil 1066 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 1067 Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. 1068 CONCRETE WORK 1069 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1070 1:5:10 (1 Cement : 5 coarse sand (zone-III) : 10 graded stone aggregate 40 mm nominal size) 1071 Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing : 1072 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). 1073 Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size) 1074 Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. 1075 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. 1076 REINFORCEDCEMENTCONCRETE 1077 Centering and shuttering including strutting, propping etc. and removal of form for all heights: 1078 Foundations, footings, bases of columns, etc. for mass concrete 1079 Columns, Pillars, Piers, Abutments, Posts and Struts 1080 Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like 1081 Edges of slabs and breaks in floors and walls 1082 Under 20 cms wide 1083 Suspended floors, roofs, landings, balconies and access platform. 1084 Lintels, beams, plinth beams, girders, bressumers and cantilevers. 1085 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 1086 Thermo-Mechanically Treated bars of grade Fe-500D or more. 1087 Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. 1088 Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately). 1089 All works upto plinth level 1090 All works above plinth level upto floor V level 1091 BRICK WORK 1092 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 1093 Cement mortar 1:6 (1 cement : 6 coarse sand) 1094 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for seperately). 1095 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. 1096 Cement mortar 1:4 (1 cement :4 coarse sand) 1097 Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry. 1098 Brick edging 7cm wide 11.4 cm deep to plinth protection with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 including grouting with cement mortar 1:4 (1 cement : 4 fine sand). 1099 MARBLE WORK 1100 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. 1101 Granite of any colour and shade 1102 Area of slab over 0.50 sqm 1103 Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. 1104 Granite work 1105 Extra for fixing marble /granite stone, over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete. 1106 Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter and similar location in marble/ Granite/ stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete. 1107 WOOD WORK & PVC WORK 1108 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately). 1109 Second class teak wood 1110 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 1111 25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. Piano hinges IS : 3818 marked with necessary screws 1112 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 1113 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 1114 Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). 1115 Providing and fixing wire gauge shutters using galvanized M.S. wire gauge of average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws : 1116 35 mm thick shutters 1117 Kiln seasoned and chemically treated hollock wood 1118 Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : 1119 250x16 mm 1120 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 1121 200x10 mm 1122 Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 1123 125 mm 1124 Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. 1125 Twin rubber stopper 1126 Providing & Fixing decorative high pressure laminated sheet of plain / wood grain in gloss / matt/ suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 Type S, including cost of adhesive of approved quality. 1127 1.5 mm thick 1128 Providing and fixing cup board shutters with 25 mm thick veneered particle board IS : 3097 marked, exterior grade (Grade I), of approved make, including IInd class teak wood lipping of 25 mm wide x 12 mm thick with necessary screws and bright finished stainless steel piano hinges, complete as per direction of Engineer-in-Charge. 1129 With decorative veneering on one side and commercial veneering on other side 1130 Providing and fixing factory made uPVC white colour sliding glazed window upto 1.50 m in height dimension comprising of uPVC multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardwares and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes, wire mesh and silicon sealent shall be paid separately). Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. 1131 Three track three panels sliding window with fly proof S.S wire mesh (Two nos. glazed & one no. wire mesh panels) made of (big series) frame 116 x 45 mm & sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 1.75 sqm). 1132 Providing and fixing ISI marked oxidised M.S. single acting spring hingeswith necessary screws etc. complete : 1133 150 mm 1134 Providing and fixing oxidised M.S. hasp and staple (safety type)conforming to IS : 363 with necessary screws etc. complete : 1135 90 mm 1136 Providing and fixing special quality bright finished brass cupboard or ward robe locks with four levers of approved quality including necessary screws etc. complete. 1137 75 mm 1138 Providing and fixing wooden moulded corner beading of triangular shape to the junction of panelling etc. with iron screws, plugs and priming coat on unexposed surface etc. complete 2nd class teak wood. 1139 50x50 mm (base and height) 1140 Float glass panes 1141 4.0 mm thick glass panes (weight not less than 10 kg/sqm). 1142 STEEL WORK 1143 Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). 1144 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 1145 Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 1146 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 1147 Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. 1148 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 1149 4.0 mm thick glass panes 1150 FLOORING 1151 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 1152 25 mm thick. 1153 Providing and fixing glass strips in joints of terrazo/ cement concrete floors. 1154 40 mm wide and 4 mm thick 1155 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 1156 Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab. 1157 Extra for Kota stone/ sand stone in treads of steps and risers using single length up to 1.05 metre. 1158 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 1159 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including pointing the joints with white cement and matching pigment etc., complete. 1160 Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete. 1161 Size of Tile 600x600 mm 1162 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joint with white cement & matching pigments etc. complete. 1163 Size of Tile 600x600 mm 1164 ROOFING 1165 Providing and laying brick tiles over mumty roofs, grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement, over 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat. 1166 With common burnt clay F.P.S. (non modular) brick tilesof class designation 10 1167 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. 1168 FINISHING 1169 12 mm cement plaster of mix 1170 1:6 (1 cement: 6 coarse sand) 1171 15 mm cement plaster on rough side of single or half brick wall of mix: 1172 1:6 (1 cement: 6 coarse sand) 1173 White washing with lime to give an even shade : 1174 New work (three or more coats) 1175 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : 1176 New work (two or more coats) over and including water thinnable priming coat with cement primer 1177 Finishing walls with Premium Acrylic Smooth exterior paint withSilicone additives of required shade: 1178 New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) 1179 Applying priming coat: 1180 With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) 1181 With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works 1182 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : 1183 Two or more coats on new work 1184 Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade : 1185 Two or more coats on new work 1186 WATER PROOFING 1187 Providing and laying in situ seven course water proofing treatment with APP (Atactic poly-propylene) modified Polymeric memberane over roof consisting of first coat of bitumen primer @ 0.40 litre per sqm, 2nd, 4th & 6th courses of bonding material @ 1.20 Kg/sqm, which shall consist of blown type bitumen of grade 85/25 conforming to IS : 702, 3rd and 5th layers of roofing membrane APP modified Polymeric membrane 1.5 mm thick of 2.25 Kg/sqm weight consisting of five layers prefabricated with centre core as 20 micron HMHDPE film sandwiched on both sides with polymeric mix and the polymeric mix is protected on both side with 20 micron HMHDPE film. 7th, the top most layer shall be finished with brick tiles of class designation 10 grouted with cement mortar 1:3 (1cement : 3 fine sand) mixed with 2% integral water proofing compound by weight of cement over a 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat (item of laying brick tiles shall be paid for separately). 1188 Providing and laying brick tiles over mumty roofs, grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement, over 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat: 12.19.1 With common burnt clay F.P.S. (non modular) brick tilesof class designation 10 1189 EARTH WORK 1190 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1191 All kinds of soil. 1192 Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : 1193 All kinds of soil 1194 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia 1195 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 1196 ROOFING 1197 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 1198 110 mm diameter 1199 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 1200 Coupler 1201 110 mm 1202 Bend 87.5° 1203 110 mm bend 1204 Shoe (Plain) 1205 110 mm Shoe 1206 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 1207 110 mm 1208 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. 1209 SANITARY INSTALLATIONS 1210 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: 1211 White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests 1212 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: 1213 White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap 1214 Providing and fixing Stainless Steel A ISi 304 (18/8) kitchen sink as per IS: 13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : 1215 Kitchen sink with drain board 1216 510x1040 mm bowl depth 250 mm 1217 Extra for using coloured pedestal type W.C pan (European type) with low level cistern of same colour instead of white vitreous china W.C pan and cistern. 1218 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 1219 Providing and fixing toilet paper holder : 1220 Vitreous china 1221 Providing and fixing soil, waste and vent pipes : 1222 100 mm dia. 1223 Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 1224 75mm diameter 1225 Centrifugally cast (spun) iron socketed pipe as per IS: 3989 1226 Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc. : 1227 For 100 mm dia. pipe 1228 For 75 mm dia. pipe 1229 Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. 1230 100 mm 1231 Sand cast iron S&S as per IS - 3989 1232 75 mm 1233 Sand cast iron S&S as per IS- 3989 1234 Providing and fixing plain bend of required degree. 1235 100 mm 1236 Sand cast iron S&S as per IS : 3989 1237 75 mm 1238 Sand cast iron S&S as per IS - 3989 1239 Providing and fixing heel rest sanitary bend 1240 100 mmdia 1241 Sand cast iron S&S as per IS - 3989 1242 75 mm dia 1243 Sand cast iron S&S as per IS - 3989 1244 Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3mm thick,bolts and nuts complete. 1245 100x100x100mm 1246 Sand cast iron S&S as per IS - 3989 1247 75x75x75mm 1248 Sand cast iron S&S as per IS - 3989 1249 Providing and fixing single equal plain junction of required degree 1250 100x100x100mm 1251 Sand cast iron S&S as per IS - 3989 1252 75x75x75mm 1253 Sand cast iron S&S as per IS - 3989 1254 Providing and fixing door piece, insertion rubber washer 3mm thick, bolts & nuts complete : 1255 100 mm 1256 Sand cast iron S&S as per IS - 3989 1257 75 mm 1258 Sand cast iron S&S as per IS - 3989 1259 Providing and fixing terminal guard : 1260 100 mm 1261 Sand cast iron S&S as per IS - 3989 1262 75 mm 1263 Sand cast iron S&S as per IS - 3989 1264 Providing and fixing collar : 1265 100 mm 1266 Sand cast iron S&S as per IS - 3989 1267 75 mm 1268 Sand cast iron S&S as per IS - 3989 1269 Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and fittings of diameter : 1270 100 mm 1271 75 mm 1272 Providing and fixing M.S. stays and clamps for sand cast iron/ centrifugally cast (spun) iron pipes of diameter : 1273 100 mm 1274 75 mm 1275 Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : 1276 100 mm inlet and 100 mm outlet 1277 Sand Cast Iron S&S as per IS: 1729 1278 Cutting chases in brick masonry walls for following diameter sand cast iron/ centrifugally cast (spun) iron pipes and making good the same with cement concrete 1:3:6 ( 1 cement : 3 coarse sand :6 graded stone aggregate 12.5 mm nominal size), including necessary plaster and pointing in cement mortar 1:4 (1 cement : 4 coarse sand) : 1279 100 mm dia 1280 Painting sand cast iron/ centrifugally cast (spun) iron soil, waste vent pipes and fittings with two coats of synthetic enamel paint of any colour such as chocolate grey, or buff etc. over a coat of primer (of approved quality) for new work : 1281 100 mm diameter pipe 1282 75 mm diameter pipe 1283 Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour. 1284 Waste coupling 38 mm dia of 83 mm length and 77mm breadth, weighing not less than 60 gms 1285 Providing and fixing PTMT Bottle Trap for Wash basin and sink. 1286 Bottle trap 31mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms 1287 Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. 1288 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 1289 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. 1290 Providing and fixing G.I. pipes complete with G.I. fittings including trenching & refilling. 1291 External work 1292 32mmdia nominal bore 1293 WATER SUPPLY 1294 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. 1295 Internal work - Exposed on wall 1296 25 mm nominal outer dia Pipes metre 1297 32 mm nominal outer dia Pipes metre 1298 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. 1299 Concealed work, including cutting chases and making good the walls etc. 1300 15 mm nominal outer dia Pipes 1301 20 mm nominal outer dia Pipes 1302 Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 1303 25 to 40 mm nominal bore 1304 Providing and fixing brass stop cock of approved quality : 1305 15 mm nominal bore 1306 20 mm nominal bore 1307 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 1308 25mm nominal bore 1309 32mm nominal bore 1310 40mm nominal bore 1311 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 1312 25 mm nominal bore 1313 Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main : 1314 25 mm nominal bore 1315 Providing and fixing uplasticised PVC connection pipe with brass unions : 1316 45 cm length 1317 15 mm nominal bore 1318 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 1319 100 mm diameter 1320 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 1321 Rectangular tank 1322 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 1323 15 mm nominal bore 1324 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 1325 15 mm nominal bore 1326 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 1327 15 mm nominal bore. 1328 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 1329 15 mm nominal bore 1330 Providing and fixing PTMT grating of approved quality and colour. 1331 Circular type. 1332 100 mm nominal dia. 1333 Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof. 1334 SEWARAGE & DRAINAGE 1335 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70kg as per standard design: 1336 150 x 100 mm size P type 1337 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 1338 Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : 1339 For pipes 100 to 250 mm diameter 1340 Providing, laying and jointing non pressure NP2 class (light duty)RCC pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 1341 150 mm dia RCC pipe 1342 SUBHEAD - I - WIRING 1343 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 1344 Group C 1345 Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. 1346 Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required. 1347 4 Module (125 mmX75 mm) 1348 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 1349 15/16 A switch 1350 3 pin 5/6 A socket outlet 1351 Telephone socket outlet 1352 TV antenna socket outlet 1353 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required. 1354 2 x 2.5 sq.mm + 1 x 2.5 sq.mm earth wire 1355 2 X 10 sq. mm + 1 X 6 sq. mm earth wire 1356 Supplying and drawing co-axial TV cable RG-6 grade, 0.7 mm solid copper conductor PE insulated, shielded with fine tinned copper braid and protected with PVC sheath in the existing surface/ recessed steel/ PVC conduit as required. 1357 Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required. 1358 1 or 2 Module (75 mmX75 mm) 1359 Supplying and drawing following pair 0.5 mm dia FRLS PVC insulated annealed copper conductor, unarmored telephone cable in the existing surface/ recessed steel/ PVC conduit as required. 1360 2 Pair 1361 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 1362 20 mm 1363 25 mm 1364 Providing and fixing in position 2mm thick M.S. Telephone junction box of size suitable for fixing of following Krone Tag Block with key lock arrangement. Also provide clamps for fixing tag blocks. 1365 10 pair Telephone Tag Blockwith box 1366 Supplying, laying of 10 pair unarmoured PVC insulated copper conductor (ATC) telephone cable in ground/existing pipes/on wall and making connection with telephone main junction box (MDF) including supports and all accessories as required 1367 10 Pair Cable unarmoured 1368 SUBHEAD - II - SUPPLY & INSTALLATION OF FITTINGS 1369 Supplying of following box type Fl. fitting made out of CRCA sheet finished in antirust treated non-yellowing super white stove enamelled paint duly wired with copper wound heavy duty choke starter holder, starter but without lamp complete etc. as reqd. 1370 Mounting rail for TLED lamps 1600 Lumens (TMC 501 P 1xT-LED with Essential LED 18W Tube) 1371 Supplying of wall bracket light fittings suitable for 11 / 13 W CFL lamp. The fitting shall be made up of M.S. powder coated provided with integral ballast, frosted glass and 1 no. 11 / 13 Wlamp duly wired upto the connector block complete as required. (Decon Cat. No.05AAM) 1372 Supplying of ceiling light fittings suitable for 1 x 15/20 W LED lamp. The fitting shall be made up of M.S. powder coated provided with electronic ballast, 1 no. 15/20 W LED lamp duly wired upto the connector block etc. complete as required. 1373 Cirrus Mini Pro 15 / 20 watt & 1100 /1600 Lumens (Philips SM200C LED11S 6500 PSU OD WH) 1374 Supplying of bulk head fittings suitable for 10 W LED lamp complete with ballast & accessories such as glass, wire guard, 60 W CFL lamp etc. complete as required. 1375 Endural LED-Bulkhead, 10 W, 600 lumen Such as (Philips WT202W LED6S CW PSU S2 PC) 1376 Supplying of exhaustfan, all complete with mounting ring frame i/c bracket,but without regulator with shutters in the following sizes. (G.E. ALSTHOM, KHAITAN & HAVELLS COMPANY) 1377 300 mm 4 Pole 1378 Supplying of 1400 mm sweep A.C. electric Ceiling fans, capacitor type with double ball bearing complete with 300 mm down rod, canopies, shackles, blades, but without regulator suitable for operation on 230 / 240 Volts, 50 Hz, single phase, A.C. supply. (CROMPTON, KHAITAN & HAVELLS COMPANY) 1379 Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. 1380 Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover on the fan box etc. as required. 1381 Installation, testing and commissioning of pre-wired, light fixture / compact fluorescent fitting of all types, complete with all accessories and tube/lamp etc. directly on ceiling/ wall, including connections with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable and earthing etc. as required. 1382 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. 1383 Upto 450 mm sweep 1384 Extra for fixing the louvers/ shutters complete with frame for a exhaust fan of all sizes. 1385 Installation, testing and commissioning of wall bracket /ceiling fittings of all sizes and shapes containing upto two GLS/CFL/ LED lamps per fitting, complete with all accessories including connections etc. as required. 1386 Supplying and fixing call bell/ buzzer suitable for single phase, 230 V, complete as required. 1387 SUBHEAD - III - DISTRIBUTION BOARD 1388 Supplying, installing, testing and commissioning of compartmentalised cubical type meter board for installation of single phase meter. The cubical board shall be made of 2mm thick C.R.C.A sheet, duly phosphatised powder coated complete with connection bus bar and following accessories mounted in it. 1389 METER BOARD 1390 INCOMING : 1391 40A TP MCCB having breaking capacity - 25 KA - 1 No. 1392 OUTGOING : 1393 Space for Single phase energy meter - 4 Nos. 1394 25 Amp DP MCB - 4 Nos. 1395 Supplying, installing, testing & commissioning of Single Phase Electronic Energy Meter, tested as per Electricity Boards requirement. 1396 Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 1397 12 way, SPN 1398 Supplying and fixing following rating, double pole, 240 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. 1399 40 amps 1400 Supplying and fixing following rating, double pole, (single phase and neutral), 240 V, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. asrequired. 1401 25 amps 1402 Supplying of XLPE insulated, PVC sheathed 1.1 KV grade Aluminium conductor heavy duty armoured cable as per IS : 7098 of size : 1403 4 x 16 sq.mm. 1404 Providing, laying and fixing following dia RCC pipe NP2 class (light duty) in ground complete with RCC collars, jointing with cement mortar 1:2 (1 cement : 2 fine sand) including trenching (75 cm deep) and refilling etc. as required for crossing road/walls 1405 100 mm dia 1406 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, “C” curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 1407 Single pole 1408 SUBHEAD - IV - EARTHING 1409 Earthing with G.I. earth pipe 4.5 meter long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. 1410 Providing and laying earth connection from earth electrode with 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earth electrode including connection with G.I. thimble excavation and re-filling as required. 1411 Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing as required. 1412 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1413 All kinds of soil 1414 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 1415 Excavating, supplying and filling of local earth (including royalty)by mechanical transport upto a lead of 5km also includingramming and watering of the earth in layers not exceeding 20cm in trenches, plinth, sides of foundation etc. complete. 1416 CONCRETE WORK 1417 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1418 1:5:10 (1 Cement : 5 coarse sand (zone-III) : 10 graded stone aggregate 40 mm nominal size) 1419 Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing : 1420 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). 1421 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. 1422 Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size) 1423 Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. 1424 REINFORCEDCEMENTCONCRETE 1425 Centering and shuttering including strutting, propping etc. and removal of form for all heights: 1426 Foundations, footings, bases of columns, etc. for mass concrete 1427 Columns, Pillars, Piers, Abutments, Posts and Struts 1428 Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like 1429 Edges of slabs and breaks in floors and walls 1430 Under 20 cms wide 1431 Suspended floors, roofs, landings, balconies and access platform. 1432 Lintels, beams, plinth beams, girders, bressumers and cantilevers. 1433 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 1434 Thermo-Mechanically Treated bars of grade Fe-500D or more. 1435 Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. 1436 Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately). 1437 All works upto plinth level 1438 All works above plinth level upto floor V level 1439 BRICK WORK 1440 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 1441 Cement mortar 1:6 (1 cement : 6 coarse sand) 1442 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for seperately). 1443 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. 1444 Cement mortar 1:4 (1 cement :4 coarse sand) 1445 Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry. 1446 Brick edging 7cm wide 11.4 cm deep to plinth protection with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 including grouting with cement mortar 1:4 (1 cement : 4 fine sand). 1447 MARBLE WORK 1448 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. 1449 Granite of any colour and shade 1450 Area of slab over 0.50 sqm 1451 Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. 1452 Granite work 1453 Extra for fixing marble /granite stone, over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete. 1454 WOOD WORK & PVC WORK 1455 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately). 1456 Second class teak wood 1457 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 1458 25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. Piano hinges IS : 3818 marked with necessary screws 1459 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 1460 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 1461 Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). 1462 Providing and fixing wire gauge shutters using galvanized M.S. wire gauge of average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws : 1463 35 mm thick shutters 1464 Kiln seasoned and chemically treated hollock wood 1465 Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : 1466 250x16 mm 1467 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 1468 200x10 mm 1469 Providing and fixing aluminium handles, ISI marked, anodised (anodiccoating not less than grade AC 10 as per IS : 1868) transparent or dyedto required colour or shade, with necessary screws etc. complete : 1470 125 mm 1471 Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. 1472 Twin rubber stopper 1473 Providing and fixing Pre-laminated flat pressed 3 layer (medium density)particle board or graded wood particle board IS : 3087 marked, with oneside decorative and other side balancing lamination Grade I, Type IIexterior grade IS : 12823 marked, in shelves with screws and fittingswherever required, edges to be painted with polyurethane primer (fittingsto be paid separately). 1474 18 mm thick 1475 Providing and fixing factory made uPVC white colour sliding glazed window upto 1.50 m in height dimension comprising of uPVC multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardwares and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes, wire mesh and silicon sealent shall be paid separately). Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. 1476 Three track three panels sliding window with fly proof S.S wire mesh (Two nos. glazed & one no. wire mesh panels) made of (big series) frame 116 x 45 mm & sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 1.75 sqm). 1477 Providing and fixing ISI marked oxidised M.S. single acting spring hingeswith necessary screws etc. complete : 1478 150 mm 1479 Providing and fixing oxidised M.S. hasp and staple (safety type)conforming to IS : 363 with necessary screws etc. complete : 1480 90 mm 1481 Providing and fixing special quality bright finished brass cupboard or ward robe locks with four levers of approved quality including necessary screws etc. complete. 1482 75 mm 1483 Providing and fixing wooden moulded corner beading of triangular shape to the junction of panelling etc. with iron screws, plugs and priming coat on unexposed surface etc. complete 2nd class teak wood. 1484 50x50 mm (base and height) 1485 Float glass panes 1486 4 mm thick glass pane (weight not less than 10kg/sqm). 1487 STEEL WORK 1488 Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). 1489 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 1490 Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 1491 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 1492 Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. 1493 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. 1494 M.S. tube 1495 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 1496 4.0 mm thick glass panes 1497 FLOORING 1498 Providing and fixing glass strips in joints of terrazo/ cement concrete floors. 1499 40 mm wide and 4 mm thick 1500 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 1501 25 mm thick. 1502 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 1503 Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab. 1504 Extra for Kota stone/ sand stone in treads of steps and risers using single length up to 1.05 metre. 1505 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 1506 Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand),jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete. 1507 Size of Tile 600x600 mm 1508 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1cement: 3 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joint with white cement & matching pigments etc. complete. 1509 Size of Tile 400x400 mm 1510 ROOFING 1511 Providing and laying brick tiles over mumty roofs, grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement, over 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat. 1512 With common burnt clay F.P.S. (non modular) brick tilesof class designation 10 1513 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. 1514 FINISHING 1515 12 mm cement plaster of mix 1516 1:6 (1 cement: 6 coarse sand) 1517 15 mm cement plaster on rough side of single or half brick wall of mix: 1518 1:6 (1 cement: 6 coarse sand) 1519 White washing with lime to give an even shade : 1520 New work (three or more coats) 1521 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : 1522 New work (two or more coats) over and including water thinnable priming coat with cement primer 1523 Finishing walls with Premium Acrylic Smooth exterior paint withSilicone additives of required shade: 1524 New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) 1525 Applying priming coat: 1526 With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) 1527 With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works 1528 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : 1529 Two or more coats on new work 1530 WATER PROOFING 1531 Providing and laying in situ seven course water proofing treatment with APP (Atactic poly-propylene) modified Polymeric memberane over roof consisting of first coat of bitumen primer @ 0.40 litre per sqm, 2nd, 4th & 6th courses of bonding material @ 1.20 Kg/sqm, which shall consist of blown type bitumen of grade 85/25 conforming to IS : 702, 3rd and 5th layers of roofing membrane APP modified Polymeric membrane 1.5 mm thick of 2.25 Kg/sqm weight consisting of five layers prefabricated with centre core as 20 micron HMHDPE film sandwiched on both sides with polymeric mix and the polymeric mix is protected on both side with 20 micron HMHDPE film. 7th, the top most layer shall be finished with brick tiles of class designation 10 grouted with cement mortar 1:3 (1cement : 3 fine sand) mixed with 2% integral water proofing compound by weight of cement over a 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat (item of laying brick tiles shall be paid for separately). 1532 Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of: 1533 Ist course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound conforming to IS 2645 in recommended proportions including rounding off junction of vertical and horizontal surface. 1534 IInd course of 20 mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface. 1535 IIIrd course of applying blown or residual bitumen applied hot at 1.7 kg. per sqm of area. 1536 IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 kg/ sqm). 1537 NON SHEDULE ITEMS 1538 Providing and laying cinder filling in sunken floors and other locationswith approved quality cinder including watering and light ramming etc.required for proper compaction/completion of the work complete in all respects as per drawings and as directed by the Engineer in Charge. 1539 Providing and laying 1st quality ceramic glazed Anti skid floortiles of size 300x300 mm (thickness to be specified by the manufacturer) conforming to IS:15622 in all colours, shades, sizes as approved over 20 mm thick bed of Cement Mortar 1: 4 (1 cement : 4 Coarse Sand) including pointing the joints with white cement and matching pigment etc complete in all respects as per specifications/drawings and to the entire satisfaction to the Architect. 1540 EARTH WORK 1541 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1542 All kinds of soil. 1543 Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : 1544 All kinds of soil 1545 Pipes, cables etc, not exceeding 80 mm dia. 1546 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia 1547 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 1548 ROOFING 1549 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 1550 110 mm diameter 1551 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 1552 Coupler 1553 110 mm 1554 Bend 87.5° 1555 110 mm bend 1556 Shoe (Plain) 1557 110 mm Shoe 1558 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 1559 110 mm 1560 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. 1561 SANITARY INSTALLATIONS 1562 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: 1563 White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests 1564 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required. 1565 W.C. pan with ISI marked white solid plastic seat and lid 1566 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: 1567 White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap 1568 Providing and fixing Stainless Steel A ISi 304 (18/8) kitchen sink as per IS: 13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : 1569 Kitchen sink with drain board 1570 510x1040 mm bowl depth 250 mm 1571 Extra for using coloured pedestal type W.C pan (European type) with low level cistern of same colour instead of white vitreous china W.C pan and cistern. 1572 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 1573 Providing and fixing toilet paper holder : 1574 Vitreous china 1575 Providing and fixing soil, waste and vent pipes : 1576 100 mm dia. 1577 Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 1578 75mm diameter 1579 Centrifugally cast (spun) iron socketed pipe as per IS: 3989 1580 Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc. : 1581 For 100 mm dia. pipe 1582 For 75 mm dia. pipe 1583 Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. 1584 100 mm 1585 Sand cast iron S&S as per IS - 3989 1586 75 mm 1587 Sand cast iron S&S as per IS- 3989 1588 Providing and fixing plain bend of required degree. 1589 100 mm 1590 Sand cast iron S&S as per IS : 3989 1591 75 mm 1592 Sand cast iron S&S as per IS - 3989 1593 Providing and fixing heel rest sanitary bend 1594 100 mmdia 1595 Sand cast iron S&S as per IS - 3989 1596 75 mm dia 1597 Sand cast iron S&S as per IS - 3989 1598 Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3mm thick,bolts and nuts complete. 1599 100x100x100mm 1600 Sand cast iron S&S as per IS - 3989 1601 75x75x75mm 1602 Sand cast iron S&S as per IS - 3989 1603 Providing and fixing single equal plain junction of required degree 1604 100x100x100mm 1605 Sand cast iron S&S as per IS - 3989 1606 75x75x75mm 1607 Sand cast iron S&S as per IS - 3989 1608 Providing and fixing door piece, insertion rubber washer 3mm thick, bolts & nuts complete : 1609 100 mm 1610 Sand cast iron S&S as per IS - 3989 1611 75 mm 1612 Sand cast iron S&S as per IS - 3989 1613 Providing and fixing terminal guard : 1614 100 mm 1615 Sand cast iron S&S as per IS - 3989 1616 75 mm 1617 Sand cast iron S&S as per IS - 3989 1618 Providing and fixing collar : 1619 100 mm 1620 Sand cast iron S&S as per IS - 3989 1621 75 mm 1622 Sand cast iron S&S as per IS - 3989 1623 Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and fittings of diameter : 1624 100 mm 1625 75 mm 1626 Providing and fixing M.S. stays and clamps for sand cast iron/ centrifugally cast (spun) iron pipes of diameter : 1627 100 mm 1628 75 mm 1629 Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : 1630 100 mm inlet and 100 mm outlet 1631 Sand Cast Iron S&S as per IS: 1729 1632 Cutting chases in brick masonry walls for following diameter sand cast iron/ centrifugally cast (spun) iron pipes and making good the same with cement concrete 1:3:6 ( 1 cement : 3 coarse sand :6 graded stone aggregate 12.5 mm nominal size), including necessary plaster and pointing in cement mortar 1:4 (1 cement : 4 coarse sand) : 1633 100 mm dia 1634 Painting sand cast iron/ centrifugally cast (spun) iron soil, waste vent pipes and fittings with two coats of synthetic enamel paint of any colour such as chocolate grey, or buff etc. over a coat of primer (of approved quality) for new work : 1635 100 mm diameter pipe 1636 75 mm diameter pipe 1637 Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour. 1638 Waste coupling 38 mm dia of 83 mm length and 77mm breadth, weighing not less than 60 gms 1639 Providing and fixing PTMT Bottle Trap for Wash basin and sink. 1640 Bottle trap 31mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms 1641 Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. 1642 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 1643 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. 1644 Providing and fixing G.I. pipes complete with G.I. fittings including trenching & refilling. 1645 External work 1646 32mmdia nominal bore 1647 40mmdia nominal bore 1648 50mmdia nominal bore 1649 WATER SUPPLY 1650 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. 1651 Internal work - Exposed on wall 1652 25 mm nominal outer dia Pipes metre 1653 32 mm nominal outer dia Pipes metre 1654 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. 1655 Concealed work, including cutting chases and making good the walls etc. 1656 15 mm nominal outer dia Pipes 1657 20 mm nominal outer dia Pipes 1658 Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 1659 25 to 40 mm nominal bore 1660 Providing and fixing brass stop cock of approved quality : 1661 15 mm nominal bore 1662 20 mm nominal bore 1663 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 1664 25mm nominal bore 1665 32mm nominal bore 1666 40mm nominal bore 1667 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 1668 25 mm nominal bore 1669 Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main : 1670 25 mm nominal bore 1671 Providing and fixing uplasticised PVC connection pipe with brass unions : 1672 45 cm length 1673 15 mm nominal bore 1674 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 1675 100 mm diameter 1676 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 1677 Rectangular tank 1678 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 1679 15 mm nominal bore 1680 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 1681 15 mm nominal bore 1682 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 1683 15 mm nominal bore. 1684 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 1685 15 mm nominal bore 1686 Providing and fixing PTMT grating of approved quality and colour. 1687 Circular type. 1688 100 mm nominal dia. 1689 Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof. 1690 SEWARAGE & DRAINAGE 1691 Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 1692 100 mm diameter 1693 150 mm diameter 1694 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : 1695 100 mm diameter S.W. pipe 1696 150 mm diameter S.W. pipe 1697 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70kg as per standard design: 1698 150 x 100 mm size P type 1699 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 1700 Providing, laying and jointing non pressure NP2 class (light duty)RCC pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 1701 150 mm dia RCC pipe 1702 SUBHEAD - I - WIRING 1703 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 1704 Group C 1705 Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. 1706 Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required. 1707 4 Module (125 mmX75 mm) 1708 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 1709 15/16 A switch 1710 3 pin 5/6 A socket outlet 1711 Telephone socket outlet 1712 TV antenna socket outlet 1713 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required. 1714 2 x 2.5 sq.mm + 1 x 2.5 sq.mm earth wire 1715 2 X 10 sq. mm + 1 X 6 sq. mm earth wire 1716 Supplying and drawing co-axial TV cable RG-6 grade, 0.7 mm solid copper conductor PE insulated, shielded with fine tinned copper braid and protected with PVC sheath in the existing surface/ recessed steel/ PVC conduit as required. 1717 Supplying and fixing of following sizes of steel conduit along with accessories in surface/recess including painting in case of surface conduit, or cutting the wall and making good the same in case of recessed conduit as required. 1718 25 mm 1719 Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required. 1720 1 or 2 Module (75 mmX75 mm) 1721 Supplying and drawing following pair 0.5 mm dia FRLS PVC insulated annealed copper conductor, unarmored telephone cable in the existing surface/ recessed steel/ PVC conduit as required. 1722 2 Pair 1723 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 1724 20 mm 1725 25 mm 1726 Providing and fixing in position 2mm thick M.S. Telephone junction box of size suitable for fixing of following Krone Tag Block with key lock arrangement. Also provide clamps for fixing tag blocks. 1727 10 pair Telephone Tag Blockwith box 1728 Supplying, laying of 10 pair unarmoured PVC insulated copper conductor (ATC) telephone cable in ground/existing pipes/on wall and making connection with telephone main junction box (MDF) including supports and all accessories as required 1729 10 Pair Cable unarmoured 1730 SUBHEAD - II - SUPPLY & INSTALLATION OF FITTINGS 1731 Supplying of following box type Fl. fitting made out of CRCA sheet finished in antirust treated non-yellowing super white stove enamelled paint duly wired with copper wound heavy duty choke starter holder, starter but without lamp complete etc. as reqd. 1732 Mounting rail for TLED lamps 1600 Lumens (TMC 501 P 1xT-LED with Essential LED 18W Tube) 1733 Supplying of wall bracket light fittings suitable for 11 / 13 W CFL lamp. The fitting shall be made up of M.S. powder coated provided with integral ballast, frosted glass and 1 no. 11 / 13 Wlamp duly wired upto the connector block complete as required. (Decon Cat. No.05AAM) 1734 Supplying of ceiling light fittings suitable for 1 x 15/20 W LED lamp. The fitting shall be made up of M.S. powder coated provided with electronic ballast, 1 no. 15/20 W LED lamp duly wired upto the connector block etc. complete as required. 1735 Cirrus Mini Pro 15 / 20 watt & 1100 /1600 Lumens (Philips SM200C LED11S 6500 PSU OD WH) 1736 Supplying of bulk head fittings suitable for 10 W LED lamp complete with ballast & accessories such as glass, wire guard, 60 W CFL lamp etc. complete as required. 1737 Endural LED-Bulkhead, 10 W, 600 lumen Such as (Philips WT202W LED6S CW PSU S2 PC) 1738 Supplying of exhaustfan, all complete with mounting ring frame i/c bracket,but without regulator with shutters in the following sizes. (G.E. ALSTHOM, KHAITAN & HAVELLS COMPANY) 1739 300 mm 4 Pole 1740 Supplying of 1400 mm sweep A.C. electric Ceiling fans, capacitor type with double ball bearing complete with 300 mm down rod, canopies, shackles, blades, but without regulator suitable for operation on 230 / 240 Volts, 50 Hz, single phase, A.C. supply. (CROMPTON, KHAITAN & HAVELLS COMPANY) 1741 Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. 1742 Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover on the fan box etc. as required. 1743 Installation, testing and commissioning of pre-wired, light fixture / compact fluorescent fitting of all types, complete with all accessories and tube/lamp etc. directly on ceiling/ wall, including connections with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable and earthing etc. as required. 1744 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. 1745 Upto 450 mm sweep 1746 Extra for fixing the louvers/ shutters complete with frame for a exhaust fan of all sizes. 1747 Installation, testing and commissioning of wall bracket /ceiling fittings of all sizes and shapes containing upto two GLS/CFL/ LED lamps per fitting, complete with all accessories including connections etc. as required. 1748 Supplying and fixing call bell/ buzzer suitable for single phase, 230 V, complete as required. 1749 SUBHEAD - III - DISTRIBUTION BOARD 1750 Supplying, installing, testing and commissioning of compartmentalised cubical type meter board for installation of single phase meter. The cubical board shall be made of 2mm thick C.R.C.A sheet, duly phosphatised powder coated complete with connection bus bar and following accessories mounted in it. 1751 METER BOARD 1752 INCOMING : 1753 40A TP MCCB having breaking capacity - 25 KA - 1 No. 1754 OUTGOING : 1755 Space for Single phase energy meter - 4 Nos. 1756 25 Amp DP MCB - 4 Nos. 1757 Supplying, installing, testing & commissioning of Single Phase Electronic Energy Meter, tested as per Electricity Boards requirement. 1758 Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 1759 12 way, SPN 1760 Supplying and fixing following rating, double pole, 240 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. 1761 40 amps 1762 Supplying and fixing following rating, double pole, (single phase and neutral), 240 V, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. asrequired. 1763 25 amps 1764 Supplying of XLPE insulated, PVC sheathed 1.1 KV grade Aluminium conductor heavy duty armoured cable as per IS : 7098 of size : 1765 4 x 16 sq.mm. 1766 Providing, laying and fixing following dia RCC pipe NP2 class (light duty) in ground complete with RCC collars, jointing with cement mortar 1:2 (1 cement : 2 fine sand) including trenching (75 cm deep) and refilling etc. as required for crossing road/walls 1767 100 mm dia 1768 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, “C” curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 1769 Single pole 1770 SUBHEAD - IV - EARTHING 1771 Earthing with G.I. earth pipe 4.5 meter long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. 1772 Providing and laying earth connection from earth electrode with 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earth electrode including connection with G.I. thimble excavation and re-filling as required. 1773 Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing as required. 1774 SUBHEAD - V- LIGHTNING CONDUCTOR 1775 Providing and fixing of lightning conductor finial, made of 25mm dia 300 mm long, G.I. tube, having single prong at top, with85 mm dia 6 mm thick G.I. base plate including holes etc.complete as required. 1776 Jointing copper / G.I. tape (with another copper/ G I tape, base of the finial or any other metallic object) by riveting / nut bolting/ sweating and soldering etc as required. 1777 Fixing of copper/ G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required.(For horizontal run) 1778 Fixing of copper/ G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required.(For vertical run) 1779 Providing and fixing testing joint, made of 20 mm X 3 mm thickG.I. strip, 125 mm long, with 4 nos. of G.I. bolts, nuts, chucknuts and spring washers etc. complete as required. 1780 Laying copper/ G.I. tape 32 mm X 6 mm from earth electrodedirectly in ground as required 1781 EARTH WORK 1782 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1783 All kinds of soil 1784 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 1785 Excavating, supplying and filling of local earth (including royalty)by mechanical transport upto a lead of 5km also includingramming and watering of the earth in layers not exceeding 20cm in trenches, plinth, sides of foundation etc. complete. 1786 CONCRETE WORK 1787 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1788 1:5:10 (1 Cement : 5 coarse sand (zone-III) : 10 graded stone aggregate 40 mm nominal size) 1789 Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing : 1790 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). 1791 Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size) 1792 Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. 1793 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. 1794 REINFORCEDCEMENTCONCRETE 1795 Centering and shuttering including strutting, propping etc. and removal of form for all heights: 1796 Foundations, footings, bases of columns, etc. for mass concrete 1797 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc 1798 Columns, Pillars, Piers, Abutments, Posts and Struts 1799 Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like 1800 Edges of slabs and breaks in floors and walls 1801 Under 20 cms wide 1802 Suspended floors, roofs, landings, balconies and access platform. 1803 Lintels, beams, plinth beams, girders, bressumers and cantilevers. 1804 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 1805 Thermo-Mechanically Treated bars of grade Fe-500D or more. 1806 Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. 1807 Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately). 1808 All works upto plinth level 1809 All works above plinth level upto floor V level 1810 BRICK WORK 1811 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 1812 Cement mortar 1:6 (1 cement : 6 coarse sand) 1813 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for seperately). 1814 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. 1815 Cement mortar 1:4 (1 cement :4 coarse sand) 1816 Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry. 1817 Brick edging 7cm wide 11.4 cm deep to plinth protection with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 including grouting with cement mortar 1:4 (1 cement : 4 fine sand). 1818 MARBLE WORK 1819 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. 1820 Granite of any colour and shade 1821 Area of slab over 0.50 sqm 1822 Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. 1823 Granite work 1824 Extra for fixing marble /granite stone, over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete. 1825 WOOD WORK & PVC WORK 1826 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately). 1827 Second class teak wood 1828 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 1829 25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. Piano hinges IS : 3818 marked with necessary screws 1830 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 1831 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 1832 Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). 1833 Providing and fixing wire gauge shutters using galvanized M.S. wire gauge of average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws : 1834 35 mm thick shutters 1835 Kiln seasoned and chemically treated hollock wood 1836 Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : 1837 250x16 mm 1838 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 1839 200x10 mm 1840 Providing and fixing aluminium handles, ISI marked, anodised (anodiccoating not less than grade AC 10 as per IS : 1868) transparent or dyedto required colour or shade, with necessary screws etc. complete : 1841 125 mm 1842 Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. 1843 Twin rubber stopper 1844 Providing and fixing Pre-laminated flat pressed 3 layer (medium density)particle board or graded wood particle board IS : 3087 marked, with oneside decorative and other side balancing lamination Grade I, Type IIexterior grade IS : 12823 marked, in shelves with screws and fittingswherever required, edges to be painted with polyurethane primer (fittingsto be paid separately). 1845 18 mm thick 1846 Providing and fixing factory made uPVC white colour sliding glazed window upto 1.50 m in height dimension comprising of uPVC multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardwares and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes, wire mesh and silicon sealent shall be paid separately). Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. 1847 Three track three panels sliding window with fly proof S.S wire mesh (Two nos. glazed & one no. wire mesh panels) made of (big series) frame 116 x 45 mm & sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 1.75 sqm). 1848 Providing and fixing ISI marked oxidised M.S. single acting spring hingeswith necessary screws etc. complete : 1849 150 mm 1850 Providing and fixing oxidised M.S. hasp and staple (safety type)conforming to IS : 363 with necessary screws etc. complete : 1851 90 mm 1852 Providing and fixing special quality bright finished brass cupboard or ward robe locks with four levers of approved quality including necessary screws etc. complete. 1853 75 mm 1854 Providing and fixing wooden moulded corner beading of triangular shape to the junction of panelling etc. with iron screws, plugs and priming coat on unexposed surface etc. complete 2nd class teak wood. 1855 50x50 mm (base and height) 1856 Float glass panes 1857 4 mm thick glass pane (weight not less than 10kg/sqm). 1858 STEEL WORK 1859 Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). 1860 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 1861 Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 1862 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 1863 Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. 1864 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. 1865 M.S. tube 1866 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 1867 4.0 mm thick glass panes 1868 FLOORING 1869 Providing and fixing glass strips in joints of terrazo/ cement concrete floors. 1870 40 mm wide and 4 mm thick 1871 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 1872 25 mm thick. 1873 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 1874 Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab. 1875 Extra for Kota stone/ sand stone in treads of steps and risers using single length up to 1.05 metre. 1876 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 1877 Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand),jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete. 1878 Size of Tile 600x600 mm 1879 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1cement: 3 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joint with white cement & matching pigments etc. complete. 1880 Size of Tile 400x400 mm 1881 ROOFING 1882 Providing and laying brick tiles over mumty roofs, grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement, over 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat. 1883 With common burnt clay F.P.S. (non modular) brick tilesof class designation 10 1884 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. 1885 FINISHING 1886 12 mm cement plaster of mix 1887 1:6 (1 cement: 6 coarse sand) 1888 15 mm cement plaster on rough side of single or half brick wall of mix: 1889 1:6 (1 cement: 6 coarse sand) 1890 White washing with lime to give an even shade : 1891 New work (three or more coats) 1892 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : 1893 New work (two or more coats) over and including water thinnable priming coat with cement primer 1894 Finishing walls with Premium Acrylic Smooth exterior paint withSilicone additives of required shade: 1895 New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) 1896 Applying priming coat: 1897 With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) 1898 With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works 1899 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : 1900 Two or more coats on new work 1901 WATER PROOFING 1902 Providing and laying in situ seven course water proofing treatment with APP (Atactic poly-propylene) modified Polymeric memberane over roof consisting of first coat of bitumen primer @ 0.40 litre per sqm, 2nd, 4th & 6th courses of bonding material @ 1.20 Kg/sqm, which shall consist of blown type bitumen of grade 85/25 conforming to IS : 702, 3rd and 5th layers of roofing membrane APP modified Polymeric membrane 1.5 mm thick of 2.25 Kg/sqm weight consisting of five layers prefabricated with centre core as 20 micron HMHDPE film sandwiched on both sides with polymeric mix and the polymeric mix is protected on both side with 20 micron HMHDPE film. 7th, the top most layer shall be finished with brick tiles of class designation 10 grouted with cement mortar 1:3 (1cement : 3 fine sand) mixed with 2% integral water proofing compound by weight of cement over a 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat (item of laying brick tiles shall be paid for separately). 1903 Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. 1904 Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. 1905 After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. 1906 Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. 1907 The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge : 1908 THE 1909 Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of: 1910 Ist course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound conforming to IS 2645 in recommended proportions including rounding off junction of vertical and horizontal surface. 1911 IInd course of 20 mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface. 1912 IIIrd course of applying blown or residual bitumen applied hot at 1.7 kg. per sqm of area. 1913 IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 kg/ sqm). 1914 NON SHEDULE ITEMS 1915 Providing and laying cinder filling in sunken floors and other locationswith approved quality cinder including watering and light ramming etc.required for proper compaction/completion of the work complete in all respects as per drawings and as directed by the Engineer in Charge. 1916 Providing and laying 1st quality ceramic glazed Anti skid floortiles of size 300x300 mm (thickness to be specified by the manufacturer) conforming to IS:15622 in all colours, shades, sizes as approved over 20 mm thick bed of Cement Mortar 1: 4 (1 cement : 4 Coarse Sand) including pointing the joints with white cement and matching pigment etc complete in all respects as per specifications/drawings and to the entire satisfaction to the Architect. 1917 EARTH WORK 1918 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1919 All kinds of soil. 1920 Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : 1921 All kinds of soil 1922 Pipes, cables etc, not exceeding 80 mm dia. 1923 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia 1924 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 1925 ROOFING 1926 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 1927 110 mm diameter 1928 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 1929 Coupler 1930 110 mm 1931 Bend 87.5° 1932 110 mm bend 1933 Shoe (Plain) 1934 110 mm Shoe 1935 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 1936 110 mm 1937 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. 1938 SANITARY INSTALLATIONS 1939 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: 1940 White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests 1941 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required. 1942 W.C. pan with ISI marked white solid plastic seat and lid 1943 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: 1944 White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap 1945 Providing and fixing Stainless Steel A ISi 304 (18/8) kitchen sink as per IS: 13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : 1946 Kitchen sink with drain board 1947 510x1040 mm bowl depth 250 mm 1948 Extra for using coloured pedestal type W.C pan (European type) with low level cistern of same colour instead of white vitreous china W.C pan and cistern. 1949 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 1950 Providing and fixing toilet paper holder : 1951 Vitreous china 1952 Providing and fixing soil, waste and vent pipes : 1953 100 mm dia. 1954 Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 1955 75mm diameter 1956 Centrifugally cast (spun) iron socketed pipe as per IS: 3989 1957 Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc. : 1958 For 100 mm dia. pipe 1959 For 75 mm dia. pipe 1960 Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. 1961 100 mm 1962 Sand cast iron S&S as per IS - 3989 1963 75 mm 1964 Sand cast iron S&S as per IS- 3989 1965 Providing and fixing plain bend of required degree. 1966 100 mm 1967 Sand cast iron S&S as per IS : 3989 1968 75 mm 1969 Sand cast iron S&S as per IS - 3989 1970 Providing and fixing heel rest sanitary bend 1971 100 mmdia 1972 Sand cast iron S&S as per IS - 3989 1973 75 mm dia 1974 Sand cast iron S&S as per IS - 3989 1975 Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3mm thick,bolts and nuts complete. 1976 100x100x100mm 1977 Sand cast iron S&S as per IS - 3989 1978 75x75x75mm 1979 Sand cast iron S&S as per IS - 3989 1980 Providing and fixing single equal plain junction of required degree 1981 100x100x100mm 1982 Sand cast iron S&S as per IS - 3989 1983 75x75x75mm 1984 Sand cast iron S&S as per IS - 3989 1985 Providing and fixing door piece, insertion rubber washer 3mm thick, bolts & nuts complete : 1986 100 mm 1987 Sand cast iron S&S as per IS - 3989 1988 75 mm 1989 Sand cast iron S&S as per IS - 3989 1990 Providing and fixing terminal guard : 1991 100 mm 1992 Sand cast iron S&S as per IS - 3989 1993 75 mm 1994 Sand cast iron S&S as per IS - 3989 1995 Providing and fixing collar : 1996 100 mm 1997 Sand cast iron S&S as per IS - 3989 1998 75 mm 1999 Sand cast iron S&S as per IS - 3989 2000 Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and fittings of diameter : 2001 100 mm 2002 75 mm 2003 Providing and fixing M.S. stays and clamps for sand cast iron/ centrifugally cast (spun) iron pipes of diameter : 2004 100 mm 2005 75 mm 2006 Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : 2007 100 mm inlet and 100 mm outlet 2008 Sand Cast Iron S&S as per IS: 1729 2009 Cutting chases in brick masonry walls for following diameter sand cast iron/ centrifugally cast (spun) iron pipes and making good the same with cement concrete 1:3:6 ( 1 cement : 3 coarse sand :6 graded stone aggregate 12.5 mm nominal size), including necessary plaster and pointing in cement mortar 1:4 (1 cement : 4 coarse sand) : 2010 100 mm dia 2011 Painting sand cast iron/ centrifugally cast (spun) iron soil, waste vent pipes and fittings with two coats of synthetic enamel paint of any colour such as chocolate grey, or buff etc. over a coat of primer (of approved quality) for new work : 2012 100 mm diameter pipe 2013 75 mm diameter pipe 2014 Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour. 2015 Waste coupling 38 mm dia of 83 mm length and 77mm breadth, weighing not less than 60 gms 2016 Providing and fixing PTMT Bottle Trap for Wash basin and sink. 2017 Bottle trap 31mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms 2018 Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. 2019 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 2020 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. 2021 Providing and fixing G.I. pipes complete with G.I. fittings including trenching & refilling. 2022 External work 2023 32mmdia nominal bore 2024 40mmdia nominal bore 2025 50mmdia nominal bore 2026 WATER SUPPLY 2027 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. 2028 Internal work - Exposed on wall 2029 25 mm nominal outer dia Pipes metre 2030 32 mm nominal outer dia Pipes metre 2031 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. 2032 Concealed work, including cutting chases and making good the walls etc. 2033 15 mm nominal outer dia Pipes 2034 20 mm nominal outer dia Pipes 2035 Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 2036 25 to 40 mm nominal bore 2037 Providing and fixing brass stop cock of approved quality : 2038 15 mm nominal bore 2039 20 mm nominal bore 2040 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 2041 25mm nominal bore 2042 32mm nominal bore 2043 40mm nominal bore 2044 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 2045 25 mm nominal bore 2046 Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main : 2047 25 mm nominal bore 2048 Providing and fixing uplasticised PVC connection pipe with brass unions : 2049 45 cm length 2050 15 mm nominal bore 2051 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 2052 100 mm diameter 2053 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 2054 Rectangular tank 2055 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 2056 15 mm nominal bore 2057 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 2058 15 mm nominal bore 2059 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 2060 15 mm nominal bore. 2061 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 2062 15 mm nominal bore 2063 Providing and fixing PTMT grating of approved quality and colour. 2064 Circular type. 2065 100 mm nominal dia. 2066 Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof. 2067 SEWARAGE & DRAINAGE 2068 Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 2069 100 mm diameter 2070 150 mm diameter 2071 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : 2072 100 mm diameter S.W. pipe 2073 150 mm diameter S.W. pipe 2074 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70kg as per standard design: 2075 150 x 100 mm size P type 2076 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 2077 Providing, laying and jointing non pressure NP2 class (light duty)RCC pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 2078 150 mm dia RCC pipe 2079 SUBHEAD - I - WIRING 2080 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 2081 Group C 2082 Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. 2083 Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required. 2084 4 Module (125 mmX75 mm) 2085 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 2086 15/16 A switch 2087 3 pin 5/6 A socket outlet 2088 Telephone socket outlet 2089 TV antenna socket outlet 2090 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required. 2091 2 x 2.5 sq.mm + 1 x 2.5 sq.mm earth wire 2092 2 X 10 sq. mm + 1 X 6 sq. mm earth wire 2093 Supplying and drawing co-axial TV cable RG-6 grade, 0.7 mm solid copper conductor PE insulated, shielded with fine tinned copper braid and protected with PVC sheath in the existing surface/ recessed steel/ PVC conduit as required. 2094 Supplying and fixing of following sizes of steel conduit along with accessories in surface/recess including painting in case of surface conduit, or cutting the wall and making good the same in case of recessed conduit as required. 2095 25 mm 2096 Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required. 2097 1 or 2 Module (75 mmX75 mm) 2098 Supplying and drawing following pair 0.5 mm dia FRLS PVC insulated annealed copper conductor, unarmored telephone cable in the existing surface/ recessed steel/ PVC conduit as required. 2099 2 Pair 2100 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 2101 20 mm 2102 25 mm 2103 Providing and fixing in position 2mm thick M.S. Telephone junction box of size suitable for fixing of following Krone Tag Block with key lock arrangement. Also provide clamps for fixing tag blocks. 2104 10 pair Telephone Tag Blockwith box 2105 Supplying, laying of 10 pair unarmoured PVC insulated copper conductor (ATC) telephone cable in ground/existing pipes/on wall and making connection with telephone main junction box (MDF) including supports and all accessories as required 2106 10 Pair Cable unarmoured 2107 SUBHEAD - II - SUPPLY & INSTALLATION OF FITTINGS 2108 Supplying of following box type Fl. fitting made out of CRCA sheet finished in antirust treated non-yellowing super white stove enamelled paint duly wired with copper wound heavy duty choke starter holder, starter but without lamp complete etc. as reqd. 2109 Mounting rail for TLED lamps 1600 Lumens (TMC 501 P 1xT-LED with Essential LED 18W Tube) 2110 Supplying of wall bracket light fittings suitable for 11 / 13 W CFL lamp. The fitting shall be made up of M.S. powder coated provided with integral ballast, frosted glass and 1 no. 11 / 13 Wlamp duly wired upto the connector block complete as required. (Decon Cat. No.05AAM) 2111 Supplying of ceiling light fittings suitable for 1 x 15/20 W LED lamp. The fitting shall be made up of M.S. powder coated provided with electronic ballast, 1 no. 15/20 W LED lamp duly wired upto the connector block etc. complete as required. 2112 Cirrus Mini Pro 15 / 20 watt & 1100 /1600 Lumens (Philips SM200C LED11S 6500 PSU OD WH) 2113 Supplying of bulk head fittings suitable for 10 W LED lamp complete with ballast & accessories such as glass, wire guard, 60 W CFL lamp etc. complete as required. 2114 Endural LED-Bulkhead, 10 W, 600 lumen Such as (Philips WT202W LED6S CW PSU S2 PC) 2115 Supplying of exhaustfan, all complete with mounting ring frame i/c bracket,but without regulator with shutters in the following sizes. (G.E. ALSTHOM, KHAITAN & HAVELLS COMPANY) 2116 300 mm 4 Pole 2117 Supplying of 1400 mm sweep A.C. electric Ceiling fans, capacitor type with double ball bearing complete with 300 mm down rod, canopies, shackles, blades, but without regulator suitable for operation on 230 / 240 Volts, 50 Hz, single phase, A.C. supply. (CROMPTON, KHAITAN & HAVELLS COMPANY) 2118 Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. 2119 Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover on the fan box etc. as required. 2120 Installation, testing and commissioning of pre-wired, light fixture / compact fluorescent fitting of all types, complete with all accessories and tube/lamp etc. directly on ceiling/ wall, including connections with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable and earthing etc. as required. 2121 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. 2122 Upto 450 mm sweep 2123 Extra for fixing the louvers/ shutters complete with frame for a exhaust fan of all sizes. 2124 Installation, testing and commissioning of wall bracket /ceiling fittings of all sizes and shapes containing upto two GLS/CFL/ LED lamps per fitting, complete with all accessories including connections etc. as required. 2125 Supplying and fixing call bell/ buzzer suitable for single phase, 230 V, complete as required. 2126 SUBHEAD - III - DISTRIBUTION BOARD 2127 Supplying, installing, testing and commissioning of compartmentalised cubical type meter board for installation of single phase meter. The cubical board shall be made of 2mm thick C.R.C.A sheet, duly phosphatised powder coated complete with connection bus bar and following accessories mounted in it. 2128 METER BOARD 2129 INCOMING : 2130 40A TP MCCB having breaking capacity - 25 KA - 1 No. 2131 OUTGOING : 2132 Space for Single phase energy meter - 4 Nos. 2133 25 Amp DP MCB - 4 Nos. 2134 Supplying, installing, testing & commissioning of Single Phase Electronic Energy Meter, tested as per Electricity Boards requirement. 2135 Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 2136 12 way, SPN 2137 Supplying and fixing following rating, double pole, 240 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. 2138 40 amps 2139 Supplying and fixing following rating, double pole, (single phase and neutral), 240 V, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. asrequired. 2140 25 amps 2141 Supplying of XLPE insulated, PVC sheathed 1.1 KV grade Aluminium conductor heavy duty armoured cable as per IS : 7098 of size : 2142 4 x 16 sq.mm. 2143 Providing, laying and fixing following dia RCC pipe NP2 class (light duty) in ground complete with RCC collars, jointing with cement mortar 1:2 (1 cement : 2 fine sand) including trenching (75 cm deep) and refilling etc. as required for crossing road/walls 2144 100 mm dia 2145 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, “C” curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 2146 Single pole 2147 SUBHEAD - IV - EARTHING 2148 Earthing with G.I. earth pipe 4.5 meter long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. 2149 Providing and laying earth connection from earth electrode with 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earth electrode including connection with G.I. thimble excavation and re-filling as required. 2150 Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing as required. 2151 SUBHEAD - V- LIGHTNING CONDUCTOR 2152 Providing and fixing of lightning conductor finial, made of 25mm dia 300 mm long, G.I. tube, having single prong at top, with85 mm dia 6 mm thick G.I. base plate including holes etc.complete as required. 2153 Jointing copper / G.I. tape (with another copper/ G I tape, base of the finial or any other metallic object) by riveting / nut bolting/ sweating and soldering etc as required. 2154 Fixing of copper/ G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required.(For horizontal run) 2155 Fixing of copper/ G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required.(For vertical run) 2156 Providing and fixing testing joint, made of 20 mm X 3 mm thickG.I. strip, 125 mm long, with 4 nos. of G.I. bolts, nuts, chucknuts and spring washers etc. complete as required. 2157 Laying copper/ G.I. tape 32 mm X 6 mm from earth electrodedirectly in ground as required 2158 Levelling 2159 0.75 Boys Dormitory 2160 0.25 Girls Dormitory 2161 Guest House 2162 Type-3(G+2) 2163 Type-3(G+1) 2164 Type-4(G) 2165 Type-2(G+2) 2166 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. 2167 All kinds of soil 2168 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 2169 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering. All work upto plinth level. 2170 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size). 2171 C/s for Mass Concrete 2172 Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved s;ze, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. 2173 Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). 2174 Excavating trenches upto 1.5 meter depth in all kind ofsoil of required width for pipes. including excavation for sockets and dressing of sides ramming of bottoms including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc & disposing of surplus excavated soil as directed within a lead of 50m or as directed at site by engg-in-charge. 2175 All kinds of soil 2176 Pipes, cables etc, not exceeding 80 mm dia. 2177 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge : External work 2178 External work 2179 25 mm dia nominal bore 2180 for vertical 2181 Type-2(G+2) (3x3+5) = 14 meter 2182 Type-3(G+2) (3x3+5) = 14 meter 2183 Type-3(G+1) (3x2+5) = 11 meter 2184 Type-IV (3+5) = 8 meter 2185 Type-Guest House (3+5) = 8 meter 2186 32 mm dia nominal bore for horizontal surface 2187 for vertical 2188 Boys dormitory (3x3+5)=14 meter 2189 Girls dormitory (3x2+5)=11 meter 2190 Providing and fixing gun metal non- return valve of approved quality (screwed end) : 2191 32 mm nominal bore 2192 Horizontal 2193 Construction of Masonary Chamber60x60x75 inside in Brickwork Cement Mortar 1.6 2194 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 2195 Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be paid separately) : 2196 50 mm dia 2197 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 2198 25 mm nominal bore 2199 32 mm nominal bore 2200 Providing and laying in position cement concreteof specified grade excluding the cost of centering and shuttering (for thrust blocks at bends and junctions of water lines )by 1:2:4 (1 cement : 2 coarse sand : 4 graded stone agg. 20 mm nominal size) 2201 Providing and fixing G.I. Union in GI pipe including cutting and threading the pipe and making long screws etc. complete(New work) 2202 25 mm nominal bore 2203 32 mm nominal bore 2204 40 mm nominal bore 2205 Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality 2206 LD- 2.5 2207 Rectangular shape 600*450 mm internal dimensions 2208 Earth work in excavation by mechanical means (Hydraulic excavator) I manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2209 All kinds of soil.0.00-1.50m 2210 Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. 2211 All kinds of soil 2212 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. 2213 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 2214 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size). 2215 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level: 2216 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) 2217 Centering and shuttering including strutting, propping etc. and removal of form for: 2218 Foundations, footings, bases of columns, etc. for mass concrete. 2219 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. 2220 Suspended floors, roofs, landings, balconies and access platform. 2221 Lintels, beams, plinth beams, girders, bressumers and cantilevers. 2222 Edges of slabs and breaks in floors and walls. 2223 Under 20 cm wide 2224 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. 2225 Thermo-Mechanically Treated bars. 2226 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete 2227 40 mm thick with 20 mm nominal size stone aggregate 2228 6 mm cement plaster of mix : 2229 1:3 (1 cement : 3 fine sand) 2230 Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality 2231 Square shape 450 mm internal dimension 2232 Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS : 1786 having minimum cross section as 23 mmx25mm and over all minimum length 263 mm and width as 165mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture’s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. 2233 Providing and fixing soil, waste and vent pipes 2234 100 mm dia. 2235 Centrifugally cast (spun) iron socketed pipe as per IS: 3989. 2236 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. 2237 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 2238 Earth work in excavation by mechanical means (Hydraulic excavator) I manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2239 All kinds of soil.0.00-1.50m 2240 Earth work in excavation by mechanical means (Hydraulic excavator) I manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2241 All kinds of soil.1.50-3.00m 2242 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. 2243 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 2244 1:5:10 (1 Cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size). 2245 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing andreinforcement - All work up to plinth level : 2246 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) 2247 Centering and shuttering including strutting, propping etc. and removal of form for: 2248 Foundations, footings, bases of columns, etc. for mass concrete. 2249 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. 2250 Suspended floors, roofs, landings, balconies and access platform. 2251 Lintels, beams, plinth beams, girders, bressumers and cantilevers. 2252 Edges of slabs and breaks in floors and walls. 2253 Under 20 cm wide 2254 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. 2255 Thermo-Mechanically Treated bars. 2256 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete 2257 40 mm thick with 20 mm nominal size stone aggregate 2258 6 mm cement plaster of mix : 2259 1:3 (1 cement : 3 fine sand) 2260 Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality 2261 M D - 10 2262 Square shape 450 mm internal dimension 2263 Providing and fixing soil, waste and vent pipes 2264 100 mm dia. 2265 Centrifugally cast (spun) iron socketed pipe as per IS: 3989. 2266 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. 2267 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 2268 Excavating trenches of required width for pipes, cable, etcincluding excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.50m including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc & disposing of surplus excavated soil as directed within a lead of 50m. 2269 All kinds of soil 2270 Pipes cables etc. exceeding 80 mm dia. But not exceeding 300mm dia. 2271 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 2272 150 mm dia. R.C.C. pipe 2273 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 2274 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size). 2275 Centering and shuttering including strutting, propping etc. and removal of form for : 2276 Foundations, footings, bases of columns, etc. for mass concrete. 2277 Constructing brick masonry manholein cement mortar 1 : 4 (1 cement : 4 coarse sand) with RCC top slab with 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4gradestone aggregate 20mm nominal size); foundation concrete 1:4:8 mix(1 cement : 4 coarse sand : 8 gradedstoneaggregate40 mm nominalsize) insideplastering 12 mm thickwith cementmortar 1:3 (1cement 3 coarse sand ) finished with a floating coat of neat cement and makingchannels incementconcrete 1:2:4 (1cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) finishd with a floating coat ofneatcement completeasper standard design 2278 Inside size 90 x 80 cm & 45 cmdeep including CI cover with frame (light duty) 455 x 610mm internal dimensions, total weight of cover & frame to be not lessthan 38 kg (weight of cover 23 kg and weight of frame 15 kg) 2279 With common burnt clay F.P.S.(non modular) bricks of classic designation 7.5 2280 Inside size 120 x 90 cm & 90 cmdeep including CI cover with frame (Medium duty) 560mm internal diameter, total wt. of cover & frame to be not lessthan 208 kg (wt. of cover 108 kg and wt. of frame 100 kg) 2281 With common burnt clay F.P.S.(non modular) bricks of classic designation 7.5 2282 Extra for depth for manholes: 2283 size 90 X 80 cm 2284 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 2285 size 120 X 90 cm 2286 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 2287 Providing and fixing square mouthS. W. Gully trapclass SP-1 complete with C.I. gratingbrickmasonry chamber with water tight CI cover with frame of 300 x 300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design 2288 180 x 150 mm. size P type 2289 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 2290 Providing M.S. foot restsOrange colour Safety footrest 2291 With 20x20 mm square bar 2292 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2293 All kinds of soil. 2294 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (40% of Item No. 1) 2295 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 2296 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 2297 1:5:10 (1 Cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size). 2298 Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in: 2299 Cement mortar 1:6 (1 cement : 6 coarse sand) 2300 12 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix : 2301 1:4 (1 cement: 4 fine sand) 2302 SUB FEEDER PANEL 2303 Incoming 2304 MCCB 200A 35KA TPN 2305 INDICATION LIGHT 2306 BUS-BAR FEEDERS 2307 200AMP ALU.BUS-BAR TPN 2308 Out going 2309 G/D Phase-B MCCB 125A 35KA TPN 2310 B/D Phase-B MCCB 125A 35KA TPN 2311 Type 3 (G+1) MCCB 63A 35KA TPN 2312 Type 5 MCCB 32A 35KA TPN 2313 Guest House MCCB 32A 35KA TPN 2314 Type 3 (G+2) MCCB 63A 35KA TPN 2315 Type 2 (G+2) MCCB 63A 35KA TPN 2316 Spare 2317 Emergency Section 2318 Incoming 2319 MCB 125A 63KA TPN 2320 Out going 2321 B/D Phase-B MCB 63A 35KA DP 2322 G/D Phase-B MCB 63A 35KA DP 2323 Type 3 (G+1) MCB 32A 35KA DP 2324 Type 5 MCB 32A 35KA DP 2325 Guest House MCB 32A 35KA DP 2326 Type 3 (G+2) MCCB 32A 35KA DP 2327 Type 2 (G+1) MCCB 32A 35KA DP 2328 Type 2 (G) MCCB 32A 35KA DP 2329 Spare 2330 ENCLOSURE 2331 PANEL BODY FABRICATED IN 14/16 SWG CRCA SHEET , POWDER COA- TED IN SIEMENCE GREY COLOUR COMPLETE IN ALL RESPECTS UNIVERSAL GLAND PLATES. 2332 BOYS/GIRLS DORMITORY PANEL 2333 Incoming 2334 100Amp MCCB TP 35 KA 2335 Indication light R,Y,B 2336 BUS-BAR FEEDERS 2337 150Amp Aluminum bus-bar TPN 2338 Out going 2339 63Amp MCB TPN 10KA 2340 63Amp MCB TPN 10KA (SPARE) 2341 Emergency Section 2342 Incoming 2343 63Amp MCB DP 10KA 2344 Out going 2345 25Amp MCB DP 10KA 2346 32Amp MCB DP 10KA 2347 ENCLOSURE 2348 1050*1450*150 (17 SFT) 2349 PANEL BODY FABRICATED IN 14/16 SWG CRCA SHEET , POWDER COA- TED IN SIEMENCE GREY COLOUR COMPLETE IN ALL RESPECTS UNIVERSAL GLAND PLATES. 2350 VICE PRINCIPAL HOUSE PANEL 2351 Incoming 2352 63Amp MCB TPN 10KA 2353 Indication light R,Y,B 2354 BUS-BAR FEEDERS 2355 100Amp Aluminum bus-bar TPN 2356 Out going 2357 16-32Amp MCB 12SP 10KA 2358 32Amp MCB DP 10KA 2359 space for 3 PHASE METER 2360 Emergency Section 2361 Incoming 2362 32Amp MCB DP 10KA 2363 16Amp MCB DP 10KA 2364 16AMP MCB SP 2365 ENCLOSURE 2366 650*500*150 (4SFT) 2367 PANEL BODY FABRICATED IN 14/16 SWG CRCA SHEET , POWDER COA- TED IN SIEMENCE GREY COLOUR COMPLETE IN ALL RESPECTS UNIVERSAL GLAND PLATES. 2368 METER PANEL (TYPE4/TYPE 2 /Type3 /GUEST HOUSE) 2369 Incoming 2370 MCB 32A 10 KA TPN 2371 Indication light R,Y,B 2372 BUS-BAR FEEDERS 2373 100AMP ALU.BUS-BAR TPN 2374 Out going 2375 Single Phase Energy Meter 2376 MCB 25A DP 2377 Emergency Section 2378 Incoming 2379 MCCB 32A DP 2380 Out going 2381 16A DP 2382 ENCLOSURE 2383 PANEL BODY FABRICATED IN 14/16 SWG CRCA SHEET , POWDER COA- TED IN SIEMENCE GREY COLOUR COMPLETE IN ALL RESPECTS UNIVERSAL GLAND PLATES. 2384 Supply installation, testing and commissioning of external post top lantern with following and complete as required. 2385 6m high (5.0m above ground) 65mm dia GI pole as approved, adopting socket at top for fixture mentioned below, base plate 300x300x6mm and provision for mounting junction box etc.- 1 set 2386 Erection of Pole in cement concrete 400x400x1000mm deep 1:3:6 ratio cement concrete foundation including excavation , refilling, secured with holding clamps, bolts, nuts, alighnment of poles casting etc. including 100 mm thick lean concrete shall be provided at the bottom. 2387 LED type 50 Watt (Street Light) light fittings of all types with allaccessories. 2388 Suitable size Control box with 1 no. incoming and 2 nos. outgoing terminals and 2 nos. tap-out terminal with 1 no.5A HRC fuses complet 1 set 2389 Suitable number (S) 40mm dia Class-B GI Pipes(s) from above control box to upto 0.5 meter below ground level for power cable entry. 2390 LT CABLES 2391 Supply of following size of 1.1 KV grade multicore aluminium cunductor PVC sheathed armoured cable as per IS 1554. 2392 4 Core 25 Sqmm 2393 4 Core 16 Sqmm 2394 3.5 Core 240 Sqmm 2395 3.5 Core 95 Sqmm 2396 2 Core 50 Sqmm 2397 2 Core 16 Sqmm 2398 2 Core 10 Sqmm 2399 EarthingwithGI earth pipe 4.50 meter long 40mm dia including accessories, and providing masonry enclosure with cover plate having lockingarrangement and watering pipe etc.with charcoal or coke and salt complete as required. 2400 EarthingwithGI earth plate 600 x 600 x 3mmthickincluding accessories, and providing masonry enclosure with cover plate having lockingarrangement and watering pipe etc.ith watering pipeof 2.7 meter long etc. with charcoal or coke and salt complete as required. (for MLTP & DG body) 2401 Providing and fixing 25 mm x 5 mm GI strip in 40 mm dia G.I.pipe from earth electrode, including connection with brass nut bolts , spring washer, excavation and refilling etc, as required ( copper GI plate earthing) 2402 Providing& layingearth connection from earth electrode with 6 SWG dia GIwire in 15 mm Gi pipe from earth electrode including connection with GI thimbleexcavation and refilling etc as required. ( for GI pipe earthing ofpoles) 2403 Providing and fixing 25mm x 5 mm G.I. strips on surface or in recess for connections etc. as required 2404 Providing andfixing MVdanger noticeplate of200 mm x 150 mm madeofmild steelatleast 2 mm thickandvitreousenameled white on both sides & with inscription in signalred colour on front side as required.( on 7mts poles & panels) 2405 LT CABLES LAYING 2406 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/ METAL pipe as required. 2407 Upto 35 sq. mm 2408 Above 35 sq. mm and upto 95 sq. mm 2409 Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc.direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required. 2410 63 mm dia (OD-63 mm & ID-51 mm nominal) 2411 120 mm dia (OD-120 mm & ID-103 mm nominal) 2412 Supplying and making end termination with brass comperession gland and aluminium lugs for following size of PVC insulated and PVC sheathed/ XLPE aluminium conductor cable of 1.1 KV grade as required 2413 4 Core 25 Sqmm 2414 4 Core 16 Sqmm 2415 3.5 Core 240 Sqmm 2416 3.5 Core 95 Sqmm 2417 2 Core 50 Sqmm 2418 2 Core 16 Sqmm 2419 2 Core 10 Sqmm 2420 Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : 2421 Ordinary rock 2422 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia. 2423 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 2424 150 mm dia. R.C.C. pipe
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Bihar View Result →
46.
Defence #9425378 Technical Bid
Tender For Construction Of Gos Mess (07 Suites) At Bn Hq Bsf Klp Tripura (West) R C Ghat; 1 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil. 2 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed ,within a lead of 50m.All kinds of soil 3 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 4 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 5 Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) :Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres / sqm of the vertical surface of the substructure to a depth of 300mm including excavation channel along the wall & rodding etc. complete:With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration 6 Along the external wall below concrete or masonry apron using chemical emulsion @ 2.25 litres per linear metre including drilling and plugging holes etc.:With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration 7 Treatment at points of contact of wood work by chemical emulsion Chlorpyriphos/ Lindane (in oil or kerosene based solution) @ 0.5 litres per hole by drilling 6 mm dia holes at downward angle of 45 degree at 150 mm centre to centre and sealing the same 8 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shttering - All work up to plinth level:1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 40 mm nominal size) 9 1 :5:10 (1 cement: 5 fine sand derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) 10 Centering and shuttering including strutting, propping etc. and removal of form work for :Foundations, footings, bases for columns 11 Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources). 12 Providing and applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. 13 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. 14 Centering & shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases of columns etc. for mass concrete. 15 Centering & shuttering including strutting, propping etc. and removal of form work for Walls (any thickness) including attached pilasters, butteresses,plinth and string courses etc. 16 Centering & shuttering including strutting, propping etc. and removal of form work for Suspended floors, roofs, landings, balconies and access platform. 17 Centering & shuttering including strutting, propping etc. and removal of form work for Lintels,beams, plinth beams, girders, bressumers and cantilevers. 18 Centering & shuttering including strutting, propping etc. and removal of form work for Columns, Pillars, Piers, Abutments, Posts and Struts 19 Centering & shuttering including strutting, propping etc. and removal of form work for Stairs, (excluding landings) except spiral-staircases 20 Steel reinforcement for R.C.C. work includingtraightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo- echanically Treated bars of grade Fe-500D or more. 21 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more 22 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note :- Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement..All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum 23 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note :- Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cementAll works above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum 24 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) 25 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) 26 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. `Cement mortar 1 : 4 (1 cement : 4 coarse sand) 27 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.Granite stone slab colour black, Cherry/Ruby red Area of slab over 0.50 sqm 28 Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge Granite work 29 Extra for fixing marble /granite stone, over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete. 30 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately).Second class Teak Wood 31 Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick.Float glass panes 5.0 mm thick glass panes (weight not lessthan 12.50 kg/sqm). 32 Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. wire and 1.4mm wide aperture with matching wood beading 33 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:.35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 34 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters 25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. piano hinges with necessary screws 35 Extra for Providing and fixing flush doors with decorative veneering instead of non decorative ISI marked flush door shutters conforming to IS: 2202 (Part I) On one side only 36 Providing and fixing chromium plated brass curtain rod having wall thickness of 1.25mm with two chromium plated brass brackets fixed with C.P. brass screws and PVC sleeves etc., wherever necessary complete :20 mm dia 37 Providing and fixing chromium plated brass curtain rod having wall thickness of 1.25mm with two chromium plated brass brackets fixed with C.P. brass screws and PVC sleeves etc., wherever necessary complete 25 mm dia 38 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to openings /wooden frames with rawl plugs screws etc. 39 Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. 40 Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete :300mm x 16 mm 41 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete :250x10 mm 42 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete 150x10 mm 43 Providing and fixing aluminium handles ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete : 125 mm 44 Providing and fixing aluminium handles ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete 75 mm 45 Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete.Single rubber stopper 46 Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete Twin rubber stopper 47 Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5 mm thick heat moulded PVC ‘C’ channel of size 30mm thickness, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mm thick, 95 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mm x 2 ) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail, paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7 mm (5 mm+2 mm) thick x 15 mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the ‘C’ Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge, manufacturer’s specification & drawing. horizontal top srde. Door shutter. The double skinned single leaf partially insulated fire rated door shutters shall be consisting of minimum 50 mm thick and having box like structure, slots cut and holes punched, for fixing of hardwares with stiffners as per lS: 16074 including resrn bonded mineral wool / ceremic wool infill material of minimum density 96 kg/cum. Door leaf shall be provided with vispn panel, having maximum area of 0.06 sqm, of 120 minute fire rated minimum 6 mm thick clear borosilicate glass pane fixed with clip-on arrangement and fire rated c€ramic tape having minimum size 13x2 mm to be lixed all around the glass on both the sides. The intumescent seal of minimum size 15x1.5 mm or oI size as per test evidence shall be flxed on all the three edges of the door leaf. The door shutter shall be mounted on the frame with SS 304 grade ball bearing butt hinges as per EN 1935 2002 or butt hinges as per lS 12817, of minimum size 100x75x3 mm @ 5 numbers hinges upto 24OOmm heig or as per test evidence, whichever is more, fixed with M6 25 screws. All doors shall be factory prepared for receiving appropriate hardware and provided with necessary reinforcement for hardware accessones.30 mm thick pre laminated PVC door shutters 48 Providing and fixing to existing door frames.: 30 mm thick Glass Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS: 14856, including fixing to frames. 49 Providing and fixing factory made uPVC glazed/wire mesh windows/ doors comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced with galvanized mild steel section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and Inline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8 mm dia with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367 Part 1 to 14, plastic packers, plastic caps and necessary stainless ste screws etc. Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all corners, including drilling of holes for fixing hardware and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of approved size and quality, all complete as per approved drawing conforming to CPWD specification & direction of Engineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge.Wire mesh /Glazing of plain/ toughened/ laminated/ double glass unit with/without high performance coatings as per design requirements and conforming to IS: 3548 & IS: 16231 shall be paid separately.Note:- Structural design proof checked from a Government Engineering Institute, to be provided by the manufacturer for (i) Sites with basic wind speed > 45 m/sec as per IS 875 Part 3 (ii) Sites with structure height more than 20m for all wind speeds Three track three panels sliding window with two glazed & one wire mesh panels with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body.Using R2 series with frame (70 mm & above) x (40 mm & above) & both glazed and fly screen sash (25 mm & above) x (50 mm & above) with zinc alloy (zamak) powder coated touch locks with hook. (Height upto 1.2 metre). 50 Providing and fixing factory made uPVC glazed/wire mesh windows/ doors comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced with galvanized mild steel section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and Inline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8 mm dia with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367 Part 1 to 14, plastic packers, plastic caps and necessary stainless ste screws etc. Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all corners, including drilling of holes for fixing hardware and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of approved size and quality, all complete as per approved drawing conforming to CPWD specification & direction of Engineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge.Wire mesh /Glazing of plain/ toughened/ laminated/ double glass unit with/without high performance coatings as per design requirements and conforming to IS: 3548 & IS: 16231 shall be paid separately.Note:- Structural design proof checked from a Government Engineering Institute, to be provided by the manufacturer for (i) Sites with basic wind speed > 45 m/sec as per IS 875 Part 3 (ii) Sites with structure height more than 20m for all wind speedsFixed window / ventilator without mullion / transom. Using R1 series with frame (33 mm & above) x (35 mm & above). (Height upto 0.90 metre) 51 Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). 52 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished seamless type tubes. . 53 Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete 54 Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings,brackets, gates and similar works 55 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). 56 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :25 mm thick 57 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 58 Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quallity conforming to IS: 15622, of approved make, in colours White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement: 4 Coarse sand), jointing with grey cement slurry @3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. 59 Providing and Haying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only. Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily.Double charge vitrified tile polished finish of sizeSize of Tile 600 x 600 mm 60 Providing and Haying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only. Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily.Glazed Vitrified tiles Matt/Antiskid finish of sizeSize of Tile 600 x 600 mm 61 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08% and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete.Size of Tile 600x600mm 62 Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design In 75x75 mm deep chase 63 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. 64 Providing & fixing on wall face unplasticised -Ragid PVC rain water pipes conforming to IS; 13592 Tyape A included jointing with seal ring conforning to IS ; 5382 leaving 10 mm gap for thermal expansion.a)110 mm diameter 65 Providing, fixing on wall face unplasticised - PVC moulded fittings /accessories for unplasticised - Rigid PVC rain water pipes conforming to IS ; 13592 Type A including jointing with seal ring conforming to IS ; 5382 leaving 10 mm gap for thermal expansion.a)Coupler-110mm diameter 66 Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.b)Bend-87.5deg-110mm diameter 67 Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.c)Shoe-110mm shoe 68 Providing & fixing unplasticised - PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwed with .M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4(1cement : 4 coarse sand) and making good the wall etc. complete.110mm dia 69 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15cm diameter and weighting not less than 440 grams. 70 12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand) 71 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 coarse sand) 72 6 mm cement plaster of mix :1:3 (1 cement : 3 fine sand) 73 Neat cement punning 74 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour :New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre 75 For Exterior wall - Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives.New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. 76 Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works 77 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture 78 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 79 Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved s;ze, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. 80 Providing and laying at or near ground level factory made kerb stone of M- 25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment).(Precast C.C. kerb stone shall be approved by Engineer-in-charge). 81 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushingcisternwithmanually controlleddevice(handlelever) conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required : White Vitreous china Orrisa pattern W.C. pan of size 580x440 mm with integral type foot rests. 82 Providingandfixingwhitevitreouschinapedestaltypewatercloset (European type) with seat and lid, 10 litre low level white vitreous china flushingcistern& C.P.flushbendwithfittings&C.I.brackets,40mm flush bend,overflow arrangement with specials of standard make and mosquitoproofcouplingofapprovedmunicipaldesigncomplete including painting of fittings and brackets, cutting and making good the walls and floors wherever required :W.C. pan with ISI marked white solid plastic seat and lid 83 Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required: Range of two half stall urinals with 5 litre P.V.C. automatic flushing cistern 84 Providing and fixingwash basin with CI brackets,15mm C.P. brass pillar taps, 32mm CP brass waste of standard pattern, including painting of fittings & brackets,cutting and making good the walls wherever required.White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap 85 Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:-White Vitreous China Wash basin size 550x400 mm with a 15 mm CPBrass single hole basin mixer 86 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : Kitchen sink with drain board 510x1040 mm bowl depth 250 mm 87 Providing and fixing G.I. inlet connection for flush pipe connecting with W.C. pan. 88 Providing and fixing C.P.brass bottle trap 32mm sizebottle trap of approved quality & make as approved by Engineer-in-charge. 89 Providing and fixing C.P.brass Single lever telephonic wall mixer of approved quality & make as approved by Engineer-in-charge.15 mm nominal bore. 90 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.Flexible pipe 40 mm dia 91 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 92 Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : Rectangular shape 1500x450 mm 93 Providing and fixing 600x120x5mm glass shelf with edges round of supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. 94 Providing and fixing toilet paper holder :C.P. brass 95 Cutting chases in brick masonry walls for following diameter sand cast iron/centrifugally cast (spun) iron pipes and making good the same with cement concrete 1:3:6 ( 1 cement : 3 coarse sand :6 graded stone aggregate 12.5 mm nominal size ) including necessary plaster and pointing in cement mortar 1:4(1cement: 4 coarse sand):100 mm dia. 96 Providing and fixing floor mounted, white vitreous china single piece, double traps syphonic water closet of approved brand/make, shape, size and pattern including integrated white vitreous china cistern of capacity 10 litres with dual flushing system, including all fittings and fixtures with seat cover, cistern fittings, nuts, bolts and gasket etc including making connection with the existing P/S trap, complete in all respect as per directions of Engineer-in-Charge. 97 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge.Concealed work, including cutting chases and making good the walls etc.15 mm dia nominal bore 98 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge.Concealed work, including cutting chases and making good the walls etc.20 mm dia nominal bore 99 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.External 32 mm dia. nominal bore 100 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.External 40 mm dia. nominal bore 101 Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete :25 to 40 mm nominal bore 102 Providing and fixing brass stop cock of approved quality.15 mmnominal bore 103 Providing and fixing brass stop cock of approved quality :20 mmnominal bore 104 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end):32 mm dia nominal bore 105 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end): 40 mm nominal bore 106 Providing and fixing ball valve (brass) of approved quality complete :20 mm dia. nominal bore 107 Providing and fixing gun metal non-return valve of approved quality (screwed end):40 mm nominal bore Horizontal 108 Providing and fixing uplasticised PVC connection pipe with brass unions :15 mm nominal bore 109 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet :150 mm diameter 110 Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in reinforced cement concrete slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size), including necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 111 Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 112 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 15 mm nominal bore 113 Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms.15 mm nominal bore 114 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.15 mm nominal bore 115 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:893115 mm nominal bore 116 Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. 117 Cutting holes upto 30x30 cm in walls including making good the same :With common burnt clay F.P.S. (non modular) bricks 118 Cutting holes upto 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including finishing complete so as to make it leak proof. 119 Making chases upto 7.5x7.5 cm in walls including making good and finishing with matching surface after housing G.I. pipe etc. 120 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge : External work 100mm nominal inner dia. Pipes. 121 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge : 150 mm nominal inner dia. Pipes. 122 Providing and laying cement concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) alround S.W. pipes including bed concrete as per standard design: 100mm diameter pipe 123 Providing and laying light duty non-pressure NP2 classR.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete: 450 mm dia. R.C.C. pipe 124 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregrate 40mm nominal size ) inside plastering 12 mm thick with cement mortar 1:3(1 Cement : 3 coarse sand)finished with floating coat of neat cement & making channels in cement concrete 1:2:4 mix (1 Cement : 2 coarse sand : 4 graded stoneaggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design:Inside size 90x80cm and 45cm deep including C.I. cover with frame (light duty) 455x610mm internal dimensions total weight of cover and frame to be not less than 38kg (weight of cover 23kg and weight of frame 15 kg)Withcommon burnt clay FPS (non modular)bricksof class designation 7.5 125 Extra for depth for manholesSize 90x80 cmWithcommon burnt clay FPS (non modular)bricksof class designation 7.5. 126 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 127 Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : for fixed portion Powder coated aluminium (minimum thickness of powder coating 50 micron) 128 Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately Powder coated aluminium (minimum thickness of powder coating 50 micron) 129 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) 130 Filling the gap in between aluminium frame & adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete Upto 5mm depth and 5 mm width 131 Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : (a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours.(b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. 132 Providing and laying six courses water proofing treatment with bitumen felt over roofs consisting of first, third and fifth course of blown bitumen 85/25 or 90/15 conforming to IS : 702 applied hot @ 1.45, 1.20 and 1.45 Kg per square metre of area respectively, second and fourth courses of roofing felt type 3 grade I conforming to IS : 1322 (Hessian based self finished bitumen felt) , sixth and final course of stone grit 6 mm and down size or pea sized gravel spread at 6 cubic decimeter per sqm including preparation of surface but excluding grading, complete. 133 Providing & fixing Health Faucet with 8mm dia, 1M long PVC tube and wall hook. Make: Jaquar; Cat No. ALD -593N/approved equal make. 134 Providing and fixing on wall face SINGLE SIDE WOODEN TEXTURE HPL CLADDING of approved make 135 Modified estimate cost after using correction factor on DSR 23 on account GST @ 0.973 from item sr no 01 to 132
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
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47.
Home Affairs #9424820 Technical Bid
Tender For Construction Of 17 Nonresidential Qtrs [Type-Ii/12, Type-Iii/02 & Typ-Iv/03] At Rtc,Itb Police, Sivagangai (Tn); 1 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. 2 Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. All kinds of soil. 3 Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :All kinds of soil. Pipes, cables etc, not exceeding 80 mm dia. 4 Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :All kinds of soil. Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia 5 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. 6 Supplying chemical emulsion in sealed containers including delivery as specified.Chlorpyriphos/ Lindane emulsifiable concentrate of 20% 7 Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) :2.35.3 Treatment of soil under existing floors using chemical emulsion@ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor:With Chlorpyriphos/Lindane E.C. 20% with 1% concentration 8 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 9 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 10 Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil. 11 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. 12 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level. Concrete of M25 grade with minimum cement content of 330 kg /cum. 13 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works above plinth level upto floor V level. Concrete of M25 grade with minimum cement content of 330 kg /cum. 14 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size). 15 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. 16 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. 17 Centering and shuttering including strutting, propping etc. and removal of form for all heights : Foundations, footings, bases of columns, etc. for mass concrete 18 Centering and shuttering including strutting, propping etc. and removal of form for all heights : Suspended floors, roofs, landings, balconies and access platform 19 Centering and shuttering including strutting, propping etc. and removal of form for all heights : Lintels, beams, plinth beams, girders, bressumers and cantilevers. 20 Centering and shuttering including strutting, propping etc. and removal of form for all heights : Columns, Pillars, Piers, Abutments, Posts and Struts 21 Centering and shuttering including strutting, propping etc. and removal of form for all heights : Weather shade, Chajjas, corbels etc., including edges 22 Brick work with clay flyash F.P.S. (non modular) brick of class designation 7.5 in superstructure above plinth level up to floor five level in : Cement mortar 1:4 (1 cement : 4 coarse sand) 23 Half brick masonry with non modular fly ash bricks of class designation 10, conformingio IS :12894, in super structure above plinth and upto floor V level. Cement mortar 1 : 3 (1 cement : 3 coarse sand) 24 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size,approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Granite of any colour and shade Area of slab upto 0.50 sqm 25 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size,approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Granite of any colour and shade Area of slab above 0.50 sqm 26 Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. Granite work 27 Extra for fixing marble /granite stone, over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete. 28 Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter and similar location inmarble/ Granite/ stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete. 29 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately).Second class teak wood 30 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 31 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces 32 Providing and fixing chromium plated brass curtain rod having wall thickness of 1.25mm with two chromium plated brass brackets fixed with C.P. brass screws and PVC sleeves etc., wherever necessary complete :25 mm dia 33 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to openings /wooden frames with rawl plugs screws etc. 34 Providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge with wire of dia 0.5 mm and average width of aperture 1.4 mm in both directions for doors, windows and clerestory windows with necessary screws 35 mm thick shutters With ISI marked stainless steel butt hinges of required size Second class teak wood 35 Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/ clerestory windows & desertory other Frames/Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/ cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2, modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-In- Charge. (M.S hold fast/lugs or SS dash fasteners shall be paid for separately). Note: For WPC solid door/window frames, minus 5mm tolerance in dimensions i.e depth and width of profile shall be acceptable. Variation in profile dimensions on plus side shall be acceptable but no extra payment on this account shall. Frame size 45 x 85 mm 36 Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/ clerestory windows & desertory other Frames/Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/ cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2, modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-In- Charge. (M.S hold fast/lugs or SS dash fasteners shall be paid for separately). Note: For WPC solid door/window frames, minus 5mm tolerance in dimensions i.e depth and width of profile shall be acceptable. Variation in profile dimensions on plus side shall be acceptable but no extra payment on this account shall. Frame size 65 x 100 mm 37 Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid decorative type flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant. WPC to be laminated with PVC foil of minimum 14 microns thick of approved design pasted with hot melt adhesive onboth faces of shutter and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In- Charge. (Note:stainless steel butt hinges and necessary S.S screws shall be paid separately) 35 mm thick 38 26.89 Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid board one side white color and other side of board laminted with PVC foil of minimum 14 micron thickness of approved design pasted with hot melt adhesive for cup boards, work stations and bathroom/kitchen cabinet etc. of required sizes comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheathusk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/ borer proof, water/moisture proof and fire retardant and fixing with stainless steel piano hinges/soft close clip on concealed hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In- Charge. (Note: stainless steel piano hinges/soft close clip on concealed hinges and necessary S.S screws shall be paid separately) 18 mm thick 39 Providing and fixing factory made uPVC glazed/wire mesh windows/ doors comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced with galvanized mild steel section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and Inline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8 mm dia with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367: Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all comers, including drilling of holes for fixing hardware and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of approved size and quality, all complete as per approved drawing conforming to CPWD specification & direction of Engineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineersin Charge.Wire mesh/Glazing of plain/ toughened/ laminated/ double glass unit with/without high performance coatings as per design requirements and conforming to 15: 3548 & IS: 16231 shall be paid separately. Note:- Structural design proof checked from a Government Engineering Institute, to be provided by the manufacturer for fil Sites with basis wind speed Note:- Structural design proof checked from a Government Engineering Institute, to be provided by the manufacturer for:(i) Sites with basic wind speed> 45m /sec as per IS 875 Part 3 (ii) Sites with structure height more than 20m for all wind speedsmake Fenesta/NCL Veka/Saintgobin.Three track three panels sliding window with twoglazed & one wire mesh panels with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body.Using R3 series with frame (98 mm & above) x (40 mm & above) & both glazed and fly screen sash (30 mm & above) x (55 mm & above) with zinc alloy (zamak) powder coated handle on every glazed panel along with multi-pointlocking system. (Height upto 1.8m).make Fenesta/NCL Veka/Saintgobin. 40 Providing and fixing factory made uPVC glazed/wire mesh windows/ doors comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced with galvanized mild steel section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and Inline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8 mm dia with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367: Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all comers, including drilling of holes for fixing hardware and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of approved size and quality, all complete as per approved drawing conforming to CPWD specification & direction of Engineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineersin Charge.Wire mesh/Glazing of plain/ toughened/ laminated/ double glass unit with/without high performance coatings as per design requirements and conforming to 15: 3548 & IS: 16231 shall be paid separately. Note:- Structural design proof checked from a Government Engineering Institute, to be provided by the manufacturer for fil Sites with basis wind speed Note:- Structural design proof checked from a Government Engineering Institute, to be provided by the manufacturer for:(i) Sites with basic wind speed> 45m /sec as per IS 875 Part 3 (ii) Sites with structure height more than 20m for all wind speedsmake Fenesta/NCL Veka/Saintgobin. Fixed window / ventilator with mullion / transom.Using R4 series with frame (64 mm & above ) x (50 mm & above) & mullion (64 mm & above) x (70 mm & above). (Height upto 0.90 metre) 41 Providing and fixing zinc alloyed (white powder coated) touch lock for uPVC sliding window with necessary screws etc. complete. 42 Filling the gap in between aluminium/ stone/ wood frame and adjacent RCC / Brick / Stone / wood/ Ceramic / Gypsum work by providing weather /structural non sag elastomeric PU sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete, complying to ASTM C920, DIN 18540- F & ISO 11600 Upto 5 mm depth and 5 mm width 43 Providing and fixing glazing in PVC / aluminum door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineerin- charge. (Cost of aluminum snap beading shall be paid in basic item.)With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) 44 Providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.50 mm all complete With 12 mm mild steel U beading 45 Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete :125 mm 46 Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete :300x16 mm 47 Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete :250x16 mm 48 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 300x10 mm 49 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 200x10 mm 50 9Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. Twin rubber stopper 51 Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. 52 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). 53 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent 54 Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. Glazed vitrified floor tiles polished finish of size Size of Tile 800 x 800 mm 55 Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. Glazed Vitrified tiles Matt/Antiskid finish of size Size of Tile 600 x 600 mm 56 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer ), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete.Size of Tile 600x600 mm 57 Providing and fixing Ist quality Ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approvedmake, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of stepsand dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 58 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion,(i) Single socketed pipes.110 mm diameter 59 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion Bend 87.5° 110 mm diameter 60 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion Shoe (Plain) 110 mm 61 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement: 4 coarse sand) and making good the wall etc. complete. 110 mm 62 12 mm cement plaster of mix :1 : 4 (1 cement: 4 coarsesand) 63 15 mm cement plaster on the rough side of brick wall of mix : 1: 4 (1 cement: 4 coarse sand) 64 6 mm cement plaster of mix :1:3 (1 cement : 3 fine sand) 65 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 66 Wall painting with premium acrylic emulsion paint of interior grade,having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour.Two coats 67 Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content. With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre 68 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade : New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) 69 Painting with synthetic enamel paint of approved brand andmanufacture to give an even shade : Two or more coats on new work 70 Grading roof for water proofing treatment with Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 71 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests 72 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :W.C. pan with ISI marked white solid plastic seat and lid 73 Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the wallswherever required:-White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer 74 Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. 75 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : Kitchen sink with drain board 510x1040 mm bowl depth 250 mm 76 Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and makeas approved by Engineer - in - charge. 77 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Semi rigid pipe 32 mm dia 78 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Semi rigid pipe 40 mm dia 79 Providing and fixing 600x450 mm beveled edge mirror of superior nglass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 80 Providing and fixing toilet paper holder : C.P. brass 81 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. 82 Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. 83 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 15 mm nominal dia Pipes 84 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. External work - Exposed on wall 32 mm nominal dia Pipes 85 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. External work - Exposed on wall 40 mm nominal dia Pipes 86 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 32 mm nominal bore 87 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 25 mm nominal bore 88 Providing and fixing gun metal non- return valve of approved quality (screwed end) : 40 mm nominal bore (Vertical) 89 Providing and fixing uplasticised PVC connection pipe with brass unions : 45 cm length 15 mm nominal bore 90 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet :150 mm diameter 91 Providingmaterial and labour forplacing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank 92 Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms.15 mm nominal bore 93 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 15 mm nominal bore 94 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 15mm nominal bore 150 mm nominal size square 100 mm diameter of the inner hinged round grating 95 Providing and fixing PTMT grating of approved quality and colour. Rectangular type with openable circular lid 96 Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. 97 Providing and fixing square- mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design 180 x 150 mm size P type With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 98 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone- III) : 8 graded stone aggregate 40 mm nominal size),inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design :Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 99 Extra for depth for Manholes Size 90x80cm With Sewer bricks conforming to IS : 4885 100 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1;2 (1 cement : 2 fine sand) including testing of joints etc. complete: 150 mm dia. R.C.C. pipe 101 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1;2 (1 cement : 2 fine sand) including testing of joints etc. complete: 250 mm dia. R.C.C. pipe 102 Consultancy Services for Architectural, Structural and MEP Services. i.e for carrying out of Geo Tech incesativation preparation of structural drawings,architectural drwaings, desining of MEPdrawings and issuance Good for construction drawings etc on stage wise for smoothful execution of works till finishing of project. 103 Providing and Fixing Unplasticized Poly Vinyl Chloride (UPVC) SWR Pipes fittings type B for sewerage waste discharge system (IS:13592 : 1992 Marked) of approved quality /make supreme, jain pipes, sudhakar, prince or equivalent 100 mm dia 104 Providing and Fixing Unplasticized Poly Vinyl Chloride (UPVC) SWR Pipes fittings type B for sewerage waste discharge system (IS:13592 : 1992 Marked) of approved quality /make supreme, jain pipes, sudhakar, prince or equivalent 75mm diameter : 105 Providing and Fixing Unplasticized Poly Vinyl Chloride (UPVC) SWR Pipes fittings type B for sewarage waste discharge system (IS:13592 : 1992 Marked) of approved quality /make Bend of required degree with access door,100 mm dia 106 Providing and Fixing Unplasticized Poly Vinyl Chloride (UPVC) SWR Pipes fittings type B for sewarage waste discharge system (IS:13592 : 1992 Marked) of approved quality /make Bend of required degree with access door,75 mm dia 107 Providing and Fixing Unplasticized Poly Vinyl Chloride (UPVC) SWR Pipes fittings type B for sewarage waste discharge system (IS:13592 : 1992 Marked) of approved quality /make Plain bend of required degree.100 mmdia 108 Providing and Fixing Unplasticized Poly Vinyl Chloride (UPVC) SWR Pipes fittings type B for sewarage waste discharge system (IS:13592 : 1992 Marked) of approved quality /make. Plain bend of required degree.75 mm dia 109 Wiring for light point/ fan point/exhaust fan point/call bell point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface/recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq. mm. FRLS PVC insulated copper conductor single core cable etc as required. Group-C (Primary point ) 110 Wiring forgroup controlled (looping) light point /fan point / exhaust fan point/call bell point (without independent switch etc) with 1.5 sqmm FRLS PVC insulated copper conductor cable in surface/recessedPVC conduitand earthing the point with 1.5sqmm FRLS PVC insulated copper conductor single core cableetc.as required.Group-C (looping point ) 111 Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2 way modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc as required. 112 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 amps modular socket outlet and 5/6 amps modular switch, connection etc. as required. (For light plugs to be used in non residential buildings). 113 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection etc. as required. 114 Supplying & fixing suitable size GI box wih modular plate and cover in front on surface or in recess including providing and fixing 25 A modular socket outlet and 25 A modular SP MCB, C curve including connections, painting etc. as required. 115 Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required:2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire For Light Extra Loop. 116 Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required: 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire For Light Circuit Point 117 Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required: 2 X 4 sq. mm + 1 X 4 sq. mm earth wire For Power Circuit Point 118 Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required: 4 X 10 sq. mm + 2 X 10 sq. mm earth wire For Submain Wire / Cable of DB 119 Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required::4 X 10 sq. mm + 2 X 6 sq. mm earth wire For Submain Wire / Cable of DB 120 Supplying and installing following size of perforated pre-painted M.S. cable trays with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with M.S. suspenders including bolts & nuts, painting suspenders etc as required:100 mm width X 50 mm depth X 1.6 mm thickness 121 Supplying and installing following size of perforated pre-painted M.S. cable trays with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with M.S. suspenders including bolts & nuts, painting suspenders etc as required: 150 mm width X 50 mm depth X 1.6 mm thickness 122 Supplying and installing following size of perforated pre-painted M.S. cable trays bends with perforation not more than 17.5%, joined with connectors, suspended from the ceiling with M.S. suspenders including bolts & nuts, painting suspenders etc as required.100 mm width X 50 mm depth X 1.6 mm thickness 123 Supplying and installing following size of perforated pre-painted M.S. cable trays bends with perforation not more than 17.5%, joined with connectors, suspended from the ceiling with M.S. suspenders including bolts & nuts, painting suspenders etc as required.150 mm width X 50 mm depth X 1.6 mm thickness 124 Supplying and installing following size of perforated pre-painted M.S. cable trays reducers with perforation not more than 17.5%, joined with connectors, suspended from the ceiling with M.S. suspenders including bolts & nuts, painting suspenders etc as required. 100 mm width X 50 mm depth X 1.6 mm thickness 125 Supplying and installing following size of perforated pre-painted M.S. cable trays reducers with perforation not more than 17.5%, joined with connectors, suspended from the ceiling with M.S. suspenders including bolts & nuts, painting suspenders etc as required. 150 mm width X 50 mm depth X 1.6 mm thickness 126 Supplying and installing following size of perforated pre-painted M.S. cable trays Tee’s with perforation not more than 17.5%, joined with connectors, suspended from the ceiling with M.S. suspenders including bolts & nuts, painting suspenders etc as required. 100 mm width X 50 mm depth X 1.6 mm thickness 127 Supplying and installing following size of perforated pre-painted M.S. cable trays Tee’s with perforation not more than 17.5%, joined with connectors, suspended from the ceiling with M.S. suspenders including bolts & nuts, painting suspenders etc as required. 150 mm width X 50 mm depth X 1.6 mm thickness 128 Supplying and installing following size of perforated pre-painted M.S. cable trays cross members with perforation not more than 17.5%, joined with connectors, suspended from the ceiling with M.S. suspenders including bolts & nuts, painting suspenders etc as required.100 mm width X 50 mm depth X 1.6 mm thickness 129 Supplying and installing following size of perforated pre-painted M.S. cable trays cross members with perforation not more than 17.5%, joined with connectors, suspended from the ceiling with M.S. suspenders including bolts & nuts, painting suspenders etc as required.100 mm width X 50 mm depth X 1.6 mm thickness 150 mm width X 50 mm depth X 1.6 mm thickness 130 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 8 way (4 + 24), Double door 131 Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, “C” curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with onnections, testing and commissioning etc. as required. Single pole (6/32 Amps) 132 Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. 40 A 133 Supplying and fixing following rating, four pole, 415 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. 63 amps 134 Supplying and fixing Single Pole Blanking Plate in the existing MCB DB complete Etc. as required. 135 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 20mm 136 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 25mm 137 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 32mm 138 Supply, fixing, connecting and testing of elephone/computer/TV modular sockets modular plate anodised MS box and blanking late in surface/recessedincluding connectionetc as required. Telephonic Socket outlet 139 Supply, fixing, connecting and testing of elephone/computer/TV modular sockets modular plate anodised MS box and blanking late in surface/recessedincluding connectionetc as required.TV antenna socket outlet 140 Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. 141 Supplying and fixing modular blanking plate on the existing modular plate& switch box excluding modular plate as required.1 or 2 Module 142 Supplying and fixing folowing modular base & cover plate on exiting modualr metal boxes as etc as required 143 Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required. 144 Supplying and fixing call bell/ buzzer suitable for single phase, 230 V, complete as required. 145 Supplying and fixing PVC batten/ angle holder including connections etc. as required. 146 Supplying drawing, connecting and testing of 0.61mm dia annealed copper conductor PVC insulated PVC sheathed telephone Wire/cables in Existing PVC conduit or a racks as required. 2 pair Telephone cable. (0.61sq mm) 147 Supplying and fixing metal box of following sizes (nominal size) on surface or in reces with suitable size of phenolic laminated sheet cover in front including painting etc as required. 75 mm x 75 mm x 60 mm deep 148 EarthingWithGIpipe4.5mlongX40mmdiai/c accessoriesandprovidingmasonaryenclourewith cover palte having locking arrangement etc with charcoal or coke and salt complete etc as reqd. 149 Providingandfixing25mmX5mmG.I.stripin40 mm dia G.I. pipe from earth electrode including connectionwithG.I.nut,bolt,spring,washer excavation and re-filling etc. as required 150 Pdg.& Fixing 25mmX5mm GI strip onsurface or in recess for connection etc. as reqd. 151 Providing and fixing of lightning conductor finial, madeof25mmdia300mmlong,G.I.tube,having singleprongattop,with85mmdia6mmthickG.I. base plate including holes etc. complete as required. 152 Jointing copper/ G.I. tape (with another copper/G I tape, base of the finial or any other metallic object) by riveting / nut bolting/ sweating and soldering etc as required. 153 Providing and fixing G.I. tape 20 mm X 3 mm thick on parapetorsurfaceofwallforlightningconductor complete as required. (For horizontal run) 154 Providing and fixing G.I. tape 20 mm X 3 mm thick on parapetorsurfaceofwallforlightningconductor complete as required. (For vertical run) 155 Supply, Installation, Testingand Commissioning of 1200mmsweep,BEE5starrated,ceilingfanwith Brush Less Direct Current (BLDC) Motor, class of insulation:B,3nos.blades,30cmlongdownrod,2 nos.canopies,shacklekit,safetyrope,copper winding, Power Factor not less than 0.9, Service Value (CM/M/W) minimum 6.00, Air delivery minimum 210 Cum/Min , 350 RPM (tolerance as per IS : 374-2019), THDlessthan10%,remoteorelectronicregulator unitforspeedcontrolandallremainingaccessories includingsafetypin,nutbolts,washers,temperature rise=75degreeC(max.),insulationresistancemore than2megaohm,suitablefor230V,50Hz,single phase AC Supply, earthing etc. complete as required. 156 LED Down lighter (SMD Type) (System lumen efficacy ≥120<135lm/Watt) Supplying, installation, Testing & Commissioning of LED Recessed/surface Down lighter (Round/ square/ Rectangular) SMD type of following body material with PMMA and prismatic diffuser and construction as per IS : 10322 with driver as per the requirement with Driver efficiency >85%, Operating voltage AC 140-270 Volt, frequency 50/60 hz, Operating temp range -5 0C to 400C centigrade, internal surge protection of 2.5 KV with Short & Open circuit protection ,THD < 10%, P. F.≥0.95, IP20, CRI >80, UGR (Unified Glare Rating) <19, Flicker free (flicker should be below 5 %), life time (LED, Driver & electrical circuitry), life time of minimum 50000 Burning Hours with 70% of initial Lumen maintained till life ends, CCT 3000°K / 4000°K / 5700°K /6500°K (As per ANSI Bin), SDCM(Standard Deviation Color Matching) <3, Maximum power consumption should not more than the specified rating and Fixture shall be of relevant BIS standard. Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing Complete in all respect i/c external connections with 1.5 sq mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy ≥120 <135 lm/Watt output . LM79 & LM80 Test report and all testing required for LED fixtures as per BIS shall be submitted.. Shape size and CCT shall be as approved by Engineer-in- Charge as per requirement. (Thermal management: heat sink of aluminum housing such that LED junction temperature shall not rise above 90°C).Powder coated die Powder coated die cast /Extruded aluminums Body including trim .22 Watt 157 LED Batten light (System lumen efficacy ≥120 <135 lm/Watt) Supplying, installation, Testing & Commissioning of LED surface mounted Batten light of following body material and construction as per IS : 10322 with driver (Replaceable) as per the requirement with Driver efficiency >85%, Operating voltage AC 140- 270 Volt, frequency 50/60 hz, Operating temp range -5 0C to 40 0C, internal surge protection of 2.5 KV with Short & Open circuit protection ,THD < 10% , P. F.≥0.95, IP20, CRI >80, Flicker free (flicker should be below 5 %), life time (LED,Driver & electrical circuitry), of minimum 50000 Burning Hours with 70% of initial Lumen maintained till life ends, CCT 3000°K / 4000°K / 5700°K /6500°K (As per ANSI Bin), SDCM(Standard Deviation Colour Matching) <3, Maximum power consumption should not more than the specified rating and Fixture shall be of relevant BIS standard. Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing. Complete in all respect i/c external connections with 1.5 sq.mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy ≥120 <135 lm/Watt output . LM79 & LM80 Test report and all testing required for LED fixtures as per BIS shall be submitted. Shape size and CCT shall be as approved by Engineer-in-Charge as per requirement. (Thermal management: heat sink of aluminium housing such that LED junction temperature shall not rise above 90°C). Powder Coated CRCA Sheet Body (Thickness > 0.50 mm). 40 Watt 158 Supply ,fixing , testing and commissioning of Exhaust Fan of 300 mm. all accessories as required. 159 Supply ,fixing , testing and commissioning of 2 Ft MIRROR LIGHT. all accessories as required. 160 Supplying, Installation, Testing and Commissioning of Powder coated, 14 SWG CRCA sheet steel enclosed 11 KV H.T. Metering Panel complete with the following:i) 1set of 11/√3KV / 110/√ 3 Volt, 100 VA burden & accuracy class 0.2, single phase construction, dry type cast resin PT. Over voltage factor: 1.2 Continous ii) 3 Nos. of dual core 60/5A, 15 VA burden, accuracy class CL 0.5, 11 kV cast resin CTs iii) One Set of Phase Indicating Lamps. iv) 1 Sets of HRC fuses with fuse base (H.T. Fuse - 1A & LT fuse 2-6A). V) 1 Nos. indoor cable end box for suitable for 3C x 240 sq.mm. 11 kV(E), aluminium conductor XLPE Ar. cable (Incoming & Outgoing cable).vi) Space Provision for 1 No.for SEB approved digital Trivector meter with MDI in KVA of accuracy class - 0.2 for adjustment purpose in Metering Panel - Outdoor Duty Metering cubicle with metering CT, PT, ABT bi-directional meter as per local EB norms Note: The contractor shall get the Trivector meter, CTs& PT tested by SEB in requiredand the charges for liasioning for the same will be in contractor scope. Rate inclusive ofSupply Rate for Metering Panel as described above including installaion, commissioning for metering panel 161 Supply , installation , testing and commissioning of cubical type floor mounted panel suitable for 415 V , 3 phase , 4wire 50 Hz AC supply system of minimum depth 300mm fabricated in compartmentalized design from CRCA sheet steel of 3mm. Thick for frame work and covers , 3mm thick for gland plate i/c cleaning complete with 7 tank process for powder coating in approved shade , having 150 Amp capacity extensible type TPN Aluminium alloy bus bars of high conductivity , DMC / SMC bus bar supports ,with short circuit withstand capacity of 31 mva for 1 set . with 2 no. earth stud , solid connections from main bus bar to switch gears with required size of Al. bus bar making interconnection etc providing and fixingfollowing switch gears :-(Cable entry from bottom ) Incoming :a) 63 Amp 4 Pole MCCB with 25 KA breaking capity - 1 set . b) 3 Nos. Phase indication LED lamps with 2 Amp back up MCB , Breaker ON/OFF indicating light with 2 Amp MCB ,test terminal block set circuit as per standard practic etc as required .Bus Bar :-100 Amp. TPN Al. extensible type Outgoings :i) 16 / 20 Amp 2 Pole MCB - 10 KA -12 Nos.ii) 20 Amp Industrial socket with 2 PoleMCB ( IP 66 )- 10 KA - 2 Nos. iii) 70 Amp TP contactor with NO /NC Contacts - 1 Nos.iv) 24 Hour Time - 1 No. 162 Supplying & laying of following 1100 voltgrade XLPE insulated extruded PVC sheathed aluminium conductor armoured cables as per specification in existing cable trays / Pipe rack ,ducts, over bed of sand, clamped to wall with suitable clamps including, saddles fixing bolts, connecting testing and commissioning. 3.5 C x 95 sq. mm 163 Supplying & laying of following 1100 voltgrade XLPE insulated extruded PVC sheathed aluminium conductor armoured cables as per specification in existing cable trays / Pipe rack ,ducts, over bed of sand, clamped to wall with suitable clamps including, saddles fixing bolts, connecting testing and commissioning. 3.5 C x 70 sq. mm 164 Supplying & laying of following 1100 voltgrade XLPE insulated extruded PVC sheathed aluminium conductor armoured cables as per specification in existing cable trays / Pipe rack ,ducts, over bed of sand, clamped to wall with suitable clamps including, saddles fixing bolts, connecting testing and commissioning. 3.5 C x 50 sq. mm
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Statutory Bodies & Commissions/Committees No of Bidders 3
Karnataka View Result →
48.
Home Affairs #9424808 Technical Bid
Tender For Up gradation Of Dig Office And Conference Hall At Shq (Bbsr) Itb Police (Odisha); 1 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). 2 Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platform 3 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. 4 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand) 5 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth levelup to floor v level in all shapes and size in Cement mortar 1:4 (1 cement : 4 coarse sand) 6 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete 7 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 8 Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid decorative type flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate andnatural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimumcompressive strength50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread offlame of Class Acategory with property of being termite/borer proof, water/moisture proof and fire retardant. WPC to be laminated with PVC foil of minimum 14 microns thick of approved design pasted with hot melt adhesive on both faces of shutter and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In- Charge. (Note: stainless steel butt hinges and necessary S.S screws shall be paid separately) 30 mm thick 9 Providing and fixing 18 mm thick, 150 mm wide pelmet of coir veneer board ISI marked IS : 14842, including top cover of 6 mm coir veneer board, nickle plated M.S. Pipe 20 mm dia. (heavy type) curtain rod with nickel plated brackets, including fixing with 25x3 mm M.S. Flat 10 cm long fixed to pelmet with hollock wood cleats of size 100 mm x 40 mm x 40 mm on both inner side of pelmet and rawl plugs 75 mm long etc. all complete. 10 Providing and fixing aluminium tee channels (heavy duty) with rollers & stop end in pelmets as curtain rod. 11 Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fastenersto be paid for separately) :For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately)Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) 12 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions ofengineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): With float glass panes of 4.0 mm thickness (weight not less than 10kg/Sqm) 13 Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS : 6315, having brand logo embossed on the body / plate with double spring mechanism and door weight upto 125 kg, for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge.With stainless steel cover plate minimum 1.25 mm thickness 14 Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. 15 Providing and fixing chromium plated brass handles with necessary screws etc. complete: 125 mm 16 Providing and fixing aluminium sliding door boltsISI marked anodised(anodic coating not less than grade AC10 as per IS:1868) transparent or dyed to required colour or shade with nuts and screws etc complete.250 x 16mm 17 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete :200x10 mm 18 Providing and fixing frame work for partitions/ wall lining etc. made of 50x50x1.6 mm hollow MS tube, placed along the walls, ceiling and floor in a grid pattern with spacing @ 60 cm centre to centre both ways (vertically & horizontally) or at required spacing near opening, with necessary welding at junctions and fixing the frame to wall/ ceiling/ floors with steel dash fasteners of 8 mm dia, 75 mm long bolt, including making provision for opening for doors, windows, electrical conduits, switch boards etc., including providing with two coats of approved steel primer etc. complete, all as per direction of Engineer-in-charge. 19 Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid board one side white color and other side of board laminted with PVCfoil of minimum 14 micron thickness of approved design pasted with hot melt adhesive for cup boards, work stations and bathroom/kitchen cabinet etc. of required sizes comprisingof virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate andnatural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimumcompressive strength50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread offlame of Class Acategory with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel piano hinges/soft close clip on concealed hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In- Charge. (Note: stainless steel piano hinges/soft close clip on concealed hinges and necessary S.S screws shall be paid separately) : 18 mm thick 20 Providing & Fixing decorative high pressure pvc solid louver sheet of PVC in gloss / matt/ suede finish with high density protective surface layer and reverse side of adhesive bonding quality , including cost of adhesive of approved quality.joints of louvers to be coverered with decorativess sheet .0.5 inch width . PVC solid louver sheet to be 4mm thick. 21 Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqmincluding grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600x600 mm 22 Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturers specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with : 12.5 mm thick tapered edge gypsum moisture resistant board 23 12 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) 24 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) 25 Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. 26 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :One or more coats on old work 27 Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.In cement mortar 28 Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead :Of area 3 sq. metres and below 29 Providing and fixing factory made uPVC glazed/wire mesh windows/doors comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced withgalvanized mild steel section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and Inline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware,SS 304 grade fasteners of minimum 8 mm dia with countersunk head, comprising of matching polyamide PA6 grade sleevefor fixing frame to finished wall as perIS 1367 : Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all corners, including drilling of holes for fixing hardware and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of approved size and quality, all complete as per approved drawing conforming to CPWD specification & direction of Engineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge. Wire mesh / Glazing of plain/ toughened/ laminated/ double glass unit with / without high performance coatings as per design requirements and conforming to IS: 3548 & IS: 16231 shall be paidseparately. Three track three panels sliding window withAluminium channel for roller track, wool pile, nylon rollers with SS 304 body. Using R2 series with frame (70mm & above) x (40mm & above) & sash (25mm & above) x (50mm & above) with zinc alloy (zamak) powder coated touch locks with hook. (Height upto 1.2 metre). 30 Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : Single half stall urinal with 5 litre P.V.C. automatic flushing cistern 31 Providing and fixing wash basin with C.I./M.S. brackets, 15 mm C.P. brass pillar taps,32 mm C.P. brass waste of standard pattern,includingpainting of fittings and brackets, cutting and making good the walls wherever require :White Vitreous china flat back wash basin size 550X400 mm with single 15 mm C.P brass pillar tap.White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm C.P. brass pillar tap 32 Providing and fixing white vitreous china pedestal type (European type/ wash down type) water closet pan. 33 Providing and fixing P.V.C. low level flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete.10 litre capacity - White 34 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Semi rigid pipe 40 mm diaFlexible pipe, 32 mm dia 35 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 15 mm nominal bore 36 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:893115mm nominal bore 37 Providing and fixing uplasticised PVC connection pipe with brass unions : 45 cm length, 15 mm nominal bore 38 Kota stone slab rubbing and polishing complete:
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Statutory Bodies & Commissions/Committees No of Bidders 2
Odisha View Result →
49.
Home Affairs #9414861 Technical Bid
Tender For Construction Of 100 Mtr. Baffle Firing Range At Rtc, Itbp, Sivagangai (Tn); 1 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. 2 Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. All kinds of soil. 3 Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. 4 Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :All kinds of soil. Pipes, cables etc, not exceeding 80 mm dia. 5 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. 6 Supplying chemical emulsion in sealed containers including delivery as specified.Chlorpyriphos/ Lindane emulsifiable concentrate of 20% 7 Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) :2.35.3 Treatment of soil under existing floors using chemical emulsion@ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor:With Chlorpyriphos/Lindane E.C. 20% with 1% concentration 8 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 9 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 10 Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil. 11 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. 12 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level. Concrete of M30 grade withminimum cementcontent of 350 kg /cum. 13 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works above plinth level upto floor V level.Concrete of M30 grade withminimum cementcontent of 350 kg /cum. 14 Add for using extra cement in the items of design mix over and above the specified cement content therein. 15 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. 16 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. 17 Centering and shuttering including strutting, propping etc. and removal of form for all heights : Foundations, footings, bases of columns, etc. for mass concrete 18 Centering and shuttering including strutting, propping etc. and removal of form for all heights : Suspended floors, roofs, landings, balconies and access platform 19 Centering and shuttering including strutting, propping etc. and removal of form for all heights : Lintels, beams, plinth beams, girders, bressumers and cantilevers. 20 Centering and shuttering including strutting, propping etc. and removal of form for all heights : Columns, Pillars, Piers, Abutments, Posts and Struts 21 Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc., including cost of de-shuttering and decentering at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof. Suspended floors, roofs, landing, beams and balconies 22 Brick work with clay flyash F.P.S. (non modular) brick of class designation 7.5 in superstructure above plinth level up to floor five level in : Cement mortar 1:4 (1 cement : 4 coarse sand) 23 Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/ clerestory windows & desertory other Frames/Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/ cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2, modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-In- Charge. (M.S hold fast/lugs or SS dash fasteners shall be paid for separately). Note: For WPC solid door/window frames, minus 5mm tolerance in dimensions i.e depth and width of profile shall be acceptable. Variation in profile dimensions on plus side shall be acceptable but no extra payment on this account shall. Frame size 65 x 100 mm 24 Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid decorative type flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant. WPC to be laminated with PVC foil of minimum 14 microns thick of approved design pasted with hot melt adhesive onboth faces of shutter and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In- Charge. (Note:stainless steel butt hinges and necessary S.S screws shall be paid separately) 35 mm thick 25 Three track three panels sliding window with twoglazed & one wire mesh panels with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body.Using R3 series with frame (98 mm & above) x (40 mm & above) & both glazed and fly screen sash (30 mm & above) x (55 mm & above) with zinc alloy (zamak) powder coated handle on every glazed panel along with multi-pointlocking system. (Height upto 1.8m).make Fenesta/NCL Veka/Saintgobin. 26 Providing and fixing factory made uPVC glazed/wire mesh windows/ doors comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced with galvanized mild steel section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and Inline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8 mm dia with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367: Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all comers, including drilling of holes for fixing hardware and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of approved size and quality, all complete as per approved drawing conforming to CPWD specification & direction of Engineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineersin Charge.Wire mesh/Glazing of plain/ toughened/ laminated/ double glass unit with/without high performance coatings as per design requirements and conforming to 15: 3548 & IS: 16231 shall be paid separately. Note:- Structural design proof checked from a Government Engineering Institute, to be provided by the manufacturer for fil Sites with basis wind speed Note:- Structural design proof checked from a Government Engineering Institute, to be provided by the manufacturer for:(i) Sites with basic wind speed> 45m /sec as per IS 875 Part 3 (ii) Sites with structure height more than 20m for all wind speedsmake Fenesta/NCL Veka/Saintgobin. Fixed window / ventilator with mullion / transom.Using R4 series with frame (64 mm & above ) x (50 mm & above) & mullion (64 mm & above) x (70 mm & above). (Height upto 0.90 metre) 27 Providing and fixing zinc alloyed (white powder coated) touch lock for uPVC sliding window with necessary screws etc. complete. 28 Filling the gap in between aluminium/ stone/ wood frame and adjacent RCC / Brick / Stone / wood/ Ceramic / Gypsum work by providing weather /structural non sag elastomeric PU sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete, complying to ASTM C920, DIN 18540- F & ISO 11600 Upto 5 mm depth and 5 mm width 29 Providing and fixing glazing in PVC / aluminum door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineerin- charge. (Cost of aluminum snap beading shall be paid in basic item.)With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) 30 Providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.50 mm all complete With 12 mm mild steel U beading 31 Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 75mm 32 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 200x10 mm 33 Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. Twin rubber stopper 34 Providing and fixing 1 mm thick M.S. sheet sliding-shutters, with frame and diagonal braces of 40 x40 x6 mm angle iron, 3 mm M.S. gusset plates at the junctions and corners, 25 mm dia pulley, 40x40x6 mm angle and T- iron guide at the top and bottom respectively, including applying a priming coat of approved steel primer. 35 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 36 Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. 37 Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. Glazed Vitrified tiles Matt/Antiskid finish of size Size of Tile 600 x 600 mm 38 Providing and fixing Ist quality Ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approvedmake, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of stepsand dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 39 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion,(i) Single socketed pipes.110 mm diameter 40 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion Bend 87.5° 110 mm diameter 41 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion Shoe (Plain) 110 mm 42 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement: 4 coarse sand) and making good the wall etc. complete. 110 mm 43 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin- charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 44 Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : Ridges plain (500 - 600mm). 45 Providing and fixing precoated galvanised steel Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : Barge board (Upto 300 mm). 46 Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement.12 mm cement plaster 47 Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content. With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre 48 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade : New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) 49 Painting with synthetic enamel paint of approved brand andmanufacture to give an even shade : Two or more coats on new work 50 Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer-in-charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding. 51 Grading roof for water proofing treatment with Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 52 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :W.C. pan with ISI marked white solid plastic seat and lid 53 Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the wallswherever required:-White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer 54 Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. 55 Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and makeas approved by Engineer - in - charge. 56 Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge 57 Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. (a) 15 mm nominal dia 58 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Semi rigid pipe 32 mm dia 59 Providing and fixing 600x450 mm beveled edge mirror of superior nglass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.MAKE cera,kohler,xen 60 Providing and fixing toilet paper holder : C.P. brass 61 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. 62 Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. 63 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 15 mm nominal dia Pipes 64 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. External work - Exposed on wall 32 mm nominal dia Pipes 65 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. External work - Exposed on wall 40 mm nominal dia Pipes 66 Providing and fixing gun metal non- return valve of approved quality (screwed end) : 25 mm nominal bore(Vertical) 67 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 25 mm nominal bore 68 Providing and fixing gun metal non- return valve of approved quality (screwed end) : 40 mm nominal bore (Vertical) 69 Providing and fixing uplasticised PVC connection pipe with brass unions : 45 cm length 15 mm nominal bore 70 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet :150 mm diameter 71 Providingmaterial and labour forplacing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank 72 Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms.15 mm nominal bore 73 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 15mm nominal bore 150 mm nominal size square 100 mm diameter of the inner hinged round grating 74 Providing and fixing PTMT grating of approved quality and colour. Rectangular type with openable circular lid 75 Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. 76 Providing and fixing square- mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design 180 x 150 mm size P type With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 77 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone- III) : 8 graded stone aggregate 40 mm nominal size),inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design :Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 78 Extra for depth for Manholes Size 90x80cm With Sewer bricks conforming to IS : 4885 79 Supply & fixing of2 mtr height bullet resistant lining with RUFICS [Rubber Fiber Reinforced Polyurethane with composite steel]or equivalent panelof size 2000 mm x 1000 mm x115 mm [max] with total weight less thann 200 kg/sqm. The Rufics panels are to be fixed with the help of trutek or equivalent chmical mortar and SS M20 bolits.The opening of the thread bolt is to be covered with suitable Rufics compatable material. 80 Supply & fixing of Ground Barrier with RUSTER panel of 1 mtr wide 1.2 mtr depth having self-sealing ballistic rubber 50 mm each sideandAR 500- 6 mm punched through cold pressed method. 81 Providing and Fixing Unplasticized Poly Vinyl Chloride (UPVC) SWR Pipes fittings type B for sewerage waste discharge system (IS:13592 : 1992 Marked) of approved quality /make supreme, jain pipes, sudhakar, prince or equivalent 110 mm dia 82 Providing and Fixing Unplasticized Poly Vinyl Chloride (UPVC) SWR Pipes fittings type B for sewerage waste discharge system (IS:13592 : 1992 Marked) of approved quality /make supreme, jain pipes, sudhakar, prince or equivalent 75mm diameter : 83 Providing and Fixing Unplasticized Poly Vinyl Chloride (UPVC) SWR Pipes fittings type B for sewarage waste discharge system (IS:13592 : 1992 Marked) of approved quality /make Plain bend of required degree.100 mmdia 84 Providing and Fixing Unplasticized Poly Vinyl Chloride (UPVC) SWR Pipes fittings type B for sewarage waste discharge system (IS:13592 : 1992 Marked) of approved quality /make. Plain bend of required degree.75 mm dia 85 Wiring for light point/ fan point/exhaust fan point/call bell point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface/recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq. mm. FRLS PVC insulated copper conductor single core cable etc as required. Group-C (Primary point ) 86 Wiring forgroup controlled (looping) light point /fan point / exhaust fan point/call bell point (without independent switch etc) with 1.5 sqmm FRLS PVC insulated copper conductor cable in surface/recessedPVC conduitand earthing the point with 1.5sqmm FRLS PVC insulated copper conductor single core cableetc.as required.Group-C (looping point ) 87 Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2 way modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc as required. 88 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 amps modular socket outlet and 5/6 amps modular switch, connection etc. as required. (For light plugs to be used in non residential buildings). 89 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection etc. as required. 90 Supplying & fixing suitable size GI box wih modular plate and cover in front on surface or in recess including providing and fixing 25 A modular socket outlet and 25 A modular SP MCB, C curve including connections, painting etc. as required. 91 Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required:2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire For Light Extra Loop. 92 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 8 way (4 + 24), Double door 93 Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, “C” curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with onnections, testing and commissioning etc. as required. Single pole (6/32 Amps) 94 Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. 40 A 95 Supplying and fixing following rating, four pole, 415 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. 63 amps 96 Supplying and fixing Single Pole Blanking Plate in the existing MCB DB complete Etc. as required. 97 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 25mm 98 Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. 99 Supplying and fixing modular blanking plate on the existing modular plate& switch box excluding modular plate as required.1 or 2 Module 100 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 A & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required 101 Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required. 102 Supplying and fixing PVC batten/ angle holder including connections etc. as required. 103 Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator):8 way, Double door 104 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, “C” curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. Single pole In distribution board 105 Supplying and fixing following rating, double pole, 240 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. 63 A 106 Supplying, installing, testing and commissioning of following capacity TPN distribution tap off box made of 1.6mm thick sheet steel enclosure duly painted with powder coating on existing rising mains complete with HRC fuses, interconnections, earthing etc. as required. 63 A TPN, 4 way 107 Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. 108 Supplying and laying 6 SWG G.I. wire at 0.50 metre below ground level for conductor earth electrode, including connection/ termination with GI thimble etc. as required. 109 Supply, Installation, Testingand Commissioning of 1200mmsweep,BEE5starrated,ceilingfanwith Brush Less Direct Current (BLDC) Motor, class of insulation:B,3nos.blades,30cmlongdownrod,2 nos.canopies,shacklekit,safetyrope,copper winding, Power Factor not less than 0.9, Service Value (CM/M/W) minimum 6.00, Air delivery minimum 210 Cum/Min , 350 RPM (tolerance as per IS : 374-2019), THDlessthan10%,remoteorelectronicregulator unitforspeedcontrolandallremainingaccessories includingsafetypin,nutbolts,washers,temperature rise=75degreeC(max.),insulationresistancemore than2megaohm,suitablefor230V,50Hz,single phase AC Supply, earthing etc. complete as required.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Statutory Bodies & Commissions/Committees No of Bidders 3
Karnataka View Result →
50.
Educational and Research Institute #9397297 Technical Bid
Tender For Construction Of Prefabricated Pre-Engineered Building At Roof Top Of Ipd B Block B Side, Department Of Anaesthesiology At Aiims Patna.; 1 REINFORCED CEMENT CONCRETEReinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). 2 Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers 3 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. 4 CLADDING WORK Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 5 WOOD AND P. V. C. WORKProviding wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). Sal wood 6 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 7 Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISi, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. 8 Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete :300x16 mm 9 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 300x10 mm 10 Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 125 mm 11 Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete.Twin rubber stopper 12 Providing and fixing factory made uPVC glazed/ wire mesh windows/ doors comprising of lead free uPVC multi-chambered frame, sash and mullion/ coupler (wherever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced with galvanized mild steel section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and Inline sash adaptor (whereever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8 mm dia. with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367: Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all corners, including drilling of holes for fixing hardware and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of approved size and quality, all complete as per approved drawing conforming to CPWD specification & direction of Engineer-in-Charge. Section of steel reinforcement and cross sections of UPVC profiles to be as per design approved by Engineer-in-Charge. Wire mesh/ Glazing of plain/toughened/ laminated/ double glass unit with/without high performance coatings as per design requirements and conforming to IS: 3548 & IS: 16231 shall be paid separately. Note:- Structural design proof checked from a Government Engineering Institute, to be provided by the manufacturer for: (iii) Sites with basic wind speed > 45 m/sec as per IS 875-Part 3 (iv) Sites with structure height more than 20m for all wind speeds.Three track three panels sliding window with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body.Using R4 series with frame (115mm & above) x (45mm & above) & sash (44mm & above) x (55mm & above) with zinc alloy (zamak) powder coated handle on two end panels along with multi-point locking system. (Height above 1.8 meter). 13 STEEL WORKStructural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 14 FLOORING Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sq.m including pointing the joints with white cement and matching pigments etc., complete. 15 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete.Size of Tile 600x600 mm 16 ROOFINGProviding and fixing thermal insulation with Resin Bonded Fibre glass wool conforming to IS: 8183. Density 16 kg/m³, 50 mm thick, wrapped in 200G Virgin Polythene bags placed over existing false ceiling and held in position by criss-crossing GI wire. 17 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 110 mm diameter 18 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.Bend 87.5°110 mm bend 19 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.Shoe (Plain) 110 mm Shoe 20 Providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50mm (base metal of minimum 0.45mm thickness with total coating thickness of 0.05mm) with Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws cmplete: Ridges plain (500 - 600mm) 21 Providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50mm (base metal of minimum 0.45mm thickness with total coating thickness of 0.05mm) with Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws cmplete: Flashings/ Aprons.( Upto 600 mm) 22 Providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50mm (base metal of minimum 0.45mm thickness with total coating thickness of 0.05mm) with Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws cmplete: Gutter (600 mm over all girth) 23 Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of main T runner with suitably spacedjoints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross T of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main T at 600 mm center to center to form a grid of 1200x600 mm and secondary cross T of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main T runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T-sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge. GI Metal Ceiling Lay in perforated Tegular edge global white color tiles of size 595x595 mm and 0.5 mm thick with 8 mm drop; made of GI sheet having galvanizing of 100 gms/sqm (both sides inclusive) and 20% perforation area with 1.8 mm dia holes and having NRC (Noise Reduction Coefficient ) of 0.5, electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending and perforation, and backed with a black Glass fiber acoustical fleece. 24 FINISHING Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) 25 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm 26 Dismantling and DemolishingDemolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) 27 Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means including stacking of pipes within 50 metres lead as per direction of Engineer-in-charge :Above 40 mm nominal bore 28 Providing and fixing G.I. pipes complete with G.I. fittings and clamps including cutting and making good the walls etc. internal work- exposed on wall40 mm dia nominal bore 29 Providing and fixing G.I. pipes complete with G.I. fittings and clamps including cutting and making good the walls etc. internal work- exposed on wall 50 mm dia nominal bore 30 Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete :25 to 40 mm nominal bore 31 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 40 mm nominal bore 32 Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work):40 mm nominal bore 33 Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work): 50mm nominal bore 34 Providing and fixing glazing in aluminium door, window , ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paidin basic item):With float glass panes of 8 mm thickness (weight not less than 20 kg/sqm) 35 water proofingProviding and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying:(a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm.(b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm.(c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around.(d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately .For the purpose of measurement the entire treated surface will be measured. 36 NEW TECHNOLOGIES AND MATERIALSDesigning, providing, installing and fixing factory finished custom designed cold form Light Gauge Steel Framed super structure comprising of steel wall panel, trusses, purlins etc manufactured out of minimum 0.75 mm thick steel sheet as per design requirements. The steel sheet shall be galvanized (AZ-150gms Aluminium Zinc Alloy coated steel having minimum yield strength 300-550 Mpa) conforming to AISI specifications and IBC 2009 for cold formed steel framing and construction and also as per IS: 875-1987, ISO 800-1984 and IS:801- 1975. The wind load shall be as per provisions of IS 875 (part -III). LGSFS frame shall be designed as per IS: 801 using commercially available software such as Frame CAD Pro-11.7/ STAAD PRO-V8i/ ArchitekV2.5.16/ Revit architecture-2011 or equivalent.Proper usage of Connection Accessories like Heavy Duty Tension Ties, Light Duty Hold-ons, Twist Straps (to connect truss with wall frames), Strong Tie, Tie Rod, H-Brackets, Boxing Sections, L-Shaped Angles for better structural stability. The framing section shall be cold form C-type having minimum web depth 89 mm x 39mm flange x 11mm lip in required length as per structural design requirement duly punched with dimple/ slot at required locations as per approved drawings. The slots will be along centre line of webs and shall be spaced minimum 250mm away from both ends of the member. The frame can besupplied in panelized or knock down condition in specific dimensions and fastened with screws extending through the steel beyond by minimum of three exposed threads. All self drilling tapping screws for joining the members shall have a Type II coating in accordance with ASTM B633(13) or equivalent corrosion protection of gauge 10 & 12, TPI 16 & 8 of length 20mm. The frames shall be fixed to RCC slab or Tie beam over Neoprene rubber using self expanding carbon steel anchor bolt of dia as per approved drawings. design subject to minimum 12mm diameter and 121mm length conforming to AISI 304 and 316 at 500mm c/c with minimum embedment of 100mm in RCC (RCC to be paid separately) and located not more than 300mm from corners or termination of bottom tracks complete in all respects. The item also includes the submission of stability reports duly examined and issued by any NIT/IIT. The rate includes the concept design, detailed design, fabrication of sections, transportation, installation and all required fixingarrangement at site as described above. 37 Providing and fixing of external wall system on Light gauge steel frame work with outer face cement boards as per standard sizes fixed with self- drilling / taping screws / fasteners @ 60cm c/c of approved make. A groove of 2 mm to 3mmshallbe maintained andgrooves shallbe sealed withsilicon based sealant. The board shall be fixed in a staggered pattern. Screws shall be of counter sunk rib head of 1.60mm to 4 mm thick or 8 to 10 gauge of length varying from 25 to 45 mm and. Internal face 12.5 mm thick gypsum plaster board fixed on cement board as per standard sizes fixed with self- drilling / taping screws / fasteners @ 60cm c/c of approved make, proper taping and jointing to be done using fiber mesh tape and epoxy and acrylic based jointing compound for seamless finish.(cost of frame work to be paid for separately)Outer face- Outer face having 6mm thick fiber cement board Type A,Category-IVasper IS:14862:2000fixedon9mmthick fiber cement board, Type A, Category-IV as per IS:14862:2000 (high pressure steam cured)Inner Face- 12.5 mm thick gypsum plaster boardconformingtoIS2095:2011fixedon 8mmthickfibre cementboardofTypeB,Category-IIIconformingto IS:14862:2000 (High pressure steam cured) 38 Providing and fixing internal wall panels on Light gauge steel frame work with 12.5mm thick gypsum plaster board conforming IS 2095:2011 fixed on cement board as per standard sizes fixed with self-drilling / taping screws / fasteners @ 60cm c/c of approved make, Screws shall be of counter sunk rib head of 1.60mm to 4 mm thick or 8 to 10 gauge of length varying from 25 to 45 mm. Proper taping and jointing to be done using fiber mesh tape andepoxy and acrylic based jointing compound for seamless finish.(cost of frame work to be paid for separatelyCement Fiber Board 8 mm thick ofType B, Category III as per IS 14862:2000 (High pressure Steam Cured) 39 Supply , fittings and fixing of roller blinds with pully mechanism system with black out rich fabric etc all completed as per direction of engineer-in- charge 40 Providing and fixing Prefab roof made up of sandwich panel of 100mm thick of expended polystrene EPS in pills having one sides precoated galvanised steel sheet of 0.5 mm thickon side flat and other side corrugated profiled roof with heat resistance etc all complete job 41 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface I recessed steel conduit, with modular switch, modular plate, suitable Gl box and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc. as required.Group A 42 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire 43 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required2 X 4 sq. mm + 1 X 4 sq. mm earth wire 44 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required 2 X 6 sq. mm + 1 X 6 sq. mm earth wire 45 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required 4 X 16 sq. mm + 2 X 6 sq. mm earth wire 46 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.5/6 A switch 47 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 15/16 A switch 48 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 3 pin 5/6 A socket outlet 49 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.6 pin 15/16 A socket outlet 50 Supplying and fixing following size/ modules, Gl box alongwith modular base & cover plate for modular switches in recess etc. as required. 3 Module (100mmX75mm) 51 Supplying and fixing following size/ modules, Gl box alongwith modular base & cover plate for modular switches in recess etc. as required.6 Module (200mmX75mm) 52 Supplying and fixing following size/ modules, Gl box alongwith modular base & cover plate for modular switches in recess etc. as required.8 Module (200mmX75mm) 53 Installation,testingandcommissioningofceilingfan,including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mmFRLSPVCinsulated,copperconductor,singlecorecable, including providing and fixing phenolic laminated sheet cover on the fan box etc. as required. 54 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. Upto 450 mm sweep 55 Supplying and fixing of following ways surface/ recess mounting, vertical type, 415 volts, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 amps tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCB’s (but without MCB’s and incomer ) as required .(Note : Vertical type MCB TPDB is normally used where 3 phase outlets are required.) 8 way (4 + 24), Double door 56 Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, 10 kA, “C” curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. Single pole 57 Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, 10 kA, “C” curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.Single pole and neutral 58 Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, 10 kA, “C” curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. Triple pole and neutral 59 Supplying and fixing 20 amps, 240 volts, SPN industrial type, socket outlet, with 2 pole and earth, metal enclosed plug top alongwith 20 amps “C” curve, SP, MCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket out let and complete with connections, testing andmmissioning etc. as required. 60 Supplying, installation, testing & commisioning of following capacity Plug In/ tap off box on the existing Air Insulated Compact Type bus trunking/ rising mains for use on 3 phase 4 wire 415 V, 50Hz A.C. supply made with 1.6mm thick sheet steel enclosure (IP54) duly powder coated with provision of MCCB (but without MCCB) complete etc. as required125 A, lsc= 15kA for 1 sec (MAKE: C&S) 61 Providing and fixing 6 SWG dia GI. wire on surface or in recess for loop earthing as required. 62 Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as required.Above 35 sq. mm and upto 95 sq. mm(clamped with 25x3mm MS flat clamp 63 Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. 3½ X 70 sq. mm (38mm) 64 Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos.blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CMM/W) minimum 6.85, Air delivery minimum 215 CMM, 350 RPM (tolerance as per IS : 374-2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required. 65 SUPPLYING & FIXING 3.5 C x 70 Sq. mm Alarmoured cable XLPE 66 SITC of 15/18 W LED Down Light Cool Day1x1 ftMake:Syska,Havells,Philips. 67 SITC of 36/40 W LED Down Light Cool Day2x2 ftMake:Syska,Havells,Philips. 68 SITC of 300 mm Exhaust fan 69 Supply and fixing of 25 mm PVC Casing Bit 70 supply and fixing of 125 Amp. 4 P 25 KA MCCB AT & FMmake:- Havells,L&T 71 Metallic Enclosure with Spreader link Suitable for above mentioned MCCB 72 2 Ton , BEE 5 Star inverterSplit AC 73 Providing and Fixing Copper line with insulation suitable for 2 TR Split AC Units (Suctipon and Discharge taken in one unit)Dia of Pipe:-5/8 &1/4 74 Supplying and Fixing Drain Pipe as per suitable for 2 TR Split AC Unit. 75 Standard Outdoor Stand Suitable for Outdoor units for 2 TR Split AC Unit. 76 3 core 4 sq mm PVC insulated copper wire. 77 Installation of AC 78 98 inch Ultra HD Interactive Flat Panel Display with Inbuilt Android 11 OS ,Google Pay store , 8 GB RAM & 64 GB Storage with two inbuilt speakers of 25 watt each along with subwoofer , multiple connectivity option like , 3 nos. of HDMI in VGA in , Audio in and out , 4 nos. of USB 3.0 RJ45, Inbuit Dual Band wi-fi (2.4 & 5 Ghz.)with Hotspot and Bluetooth 5.0 , Interactive teachinng Software , 4 mm tempered Glass with Anti- Glare coating and more with wall mount Kit.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
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