View Bid Results For Rebar Grouting Tenders

We found 61 Bid Results related to rebar grouting tenders. You can find Contractor details who won rebar grouting tenders along with contract details in Bid awards announcements section.

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Showing 1–2 of 61 tenders matching your filters
1.
Tourism #11085444 Technical Bid
Tender For Civil Works , Clearing Grass And Removal Of Rubbish Upto A Distance Of 50 M Outside The Periphery Of The Area , Earthwork 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 Sq.M On Plan) Including Disposal Of Excavated Earth Lead Upto 50 M And Lift Upto 1.5M Disposed Earth To Be Leveled And Neatly Dressed Including Providing Barricading, Danger Lighting Guarding As Directed In : , Earthwork In Excavation By Mechanical Means (Hydraulic Excavator)/Manual Means In Foundation Pipeline Trenches Drain (Not Exceeding 1.5 M In Width Or 10 Sq.M. 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. , Refilling The Pipeline/Foundation Trenches Plinth Sides, Foundation Etc. With Available Excavated Earth In Layers Not Exceeding 20 Cm Depth Consolidating Each Layer Ramming And Watering Lead Upto 50 M And All Lifts And Disposal Of Surplus Earth As Directed By Engineer. , Supplying And Filling Moorum In Plinth Under Floors, Trenches Including Watering Ramming Consolidating, Dressing, Complete. , Rubble Packing With Hard Laterite Stone Under Floors Including Watering Ramming And Consolidating Etc. In Pipeline Trenches And Other Foundations Complete. , Laterite Masonry In Neatly Dressed Stones Of Size As Specified In Cement Mortar 1: 4 (1 Cement : 4 Coarse Sand) In Foundation And Basement. , Laterite Masonry In Neatly Dressed Stones For 23 Cms Thick Masonry Walls In C.M. 1 : 4 (1 Cement : 4 Coarse Sand In Foundation Upto Plinth Level Extra For Laterite Masonry In All Sizes In Superstructure From Floor I Level Upto Floor V Level. , Half Brick Masonry In Cement Mortar 1:3 (1Cement : 3 Coarse Sand) With Bricks Of Class Designation 75 Kg /Cm2. B. Upto Floor V Level. , Providing & Laying Cement Concrete 1:2:4 (1 Cement: 2 Coarse Sand: 4 Graded Granitic Or Basaltic Stone Aggregate 20 Mm. Nominal Size) Excluding Cost Of Centering, Shuttering And Finishing In: All Work Up To Plinth Level , Providing & Laying Cement Concrete 1:2:4 (1 Cement: 2 Coarse Sand: 4 Graded Granitic Or Basaltic Stone Aggregate 20 Mm. Nominal Size) Excluding Cost Of Centering, Shuttering And Finishing In: In Retaining Walls , Return Walls(Any Thk) Including Attached Pilasters, Columns, Piers, Abutments, Pillars, Posts, Struts, Buttresses, String Or Lacing Courses, Parapets, Coping Bed Blocks, Anchor Blocks, Plain Window Sills, Fillets Etc, Upto Floor Five Level. , Providing And Laying In Position Ready Mixed Concrete (Rmc) Manufactured In Fully Automatic Batching Plant And Transported To Site Of Work In Transit Mixer For A Lead Upto 10Kms Having Continious Agitated Mixer, Manufactured As Per Mix Design Of Specified Grade For Reinforced Cement Concrete Work Including Pumping Of R.M.C., From The Transit Mixer To The Site Of Laying, Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement Including The Cost Of Admixtures In Recommended Porportions As Per Is : 9103 To Accelerate/Retard Setting Of Concrete, Improve Workability Without Imparing Strength And Durability As Per The Directions Of The Engineer-In-Charge. All Works Upto Floor V Level M-30Grade Of Concrete , Centering And Shuttering Including Strutting, Propping, & Removal Of Form For Foundation, Footings, Bases Of Columns , Vertical Surfaces Such As Retaing Walls, Return Walls, Partitions, Walls (Any Thickness) Including Attached Pilasters, Buttresses, Plinth And String Courses, Fillets And The Like , Columns, Piers, Pillars, Aburments, Posts And Struts (Square Rectangle Polygon In Plan) , Sides And Soffits Of Beams, Beam Haunchings, Cantilever, Girders, Bressumers And Lintels Plinth Beams Not Exceeding 1M In Depth , Suspended Floors, Roofs, Landings, Shelves & Their Supports , Centering & Shuttering Including Strutting, Propping & Removal Of Forms For Sloping Or Battering Surface (Slabs, Beams, Louvers, Etc) Including Folded Plates. Where Inclination To The Horizontal Does Not Exceed 30° Requiring Shuttering On The Underside Only , Extra To Be Added For Additional Height In Centering, Shuttering Where Ever Required With Adequate Bracing, Propping Etc. Including Cost Of De- Shuttering And De-Centering At All Levels, Over A Height Of 3.5M, For Every Additional Height Of 1M Or Part Thereof. (Plan Area To Be Measured) Suspended Floors, Roofs, Landings, Beams And Balconies (Plan Area To Be Measured) , Providing Tmt Steel Reinforcement Bars Of Sail, Tata, Vizag Made Only (Confirming To Is 1786 Of 1986) For Reinforced Cement Concrete Work (Conforming To I.S. 1786 Of 1986) Including Bending, Binding & Placing In Position In All The Floors Along With The Factory Made Precast Concrete Cover Blocks Of Specified Sizes Whose Compressive Strength Is Not Less Than That Of Surrounding Concrete In The Structural Member. Minimum Grade Of Steel - Fe 500 , Steel Work Welded (Sail, Tata. Vizag & Using Electrodes Of Ador Or Es4B Or Deh Secheron Make Only)In Built Up Sections Trusses And Framed Work Including Cutting, Hoisting, Fixing In Position And Applying Priming Coat Of Red Lead Paint.In Tees, Angles, Flats And Channels , Steel Work In Built Up Tubular (Round, Square Or Rectangular Hollow Tubes Etc.) (Square Hollow Section (Shs) Is4923 /Rectangular Hollow Section (Rhs) Is4923/ Circular Hollow Section (Chs) Is1161 Closed Structural Steel Of Approved Make (Min Yeild Stress 310 Mpa)) 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 Colour Coated Galvulium Roofing Sheets Of 0.5Mm Thickness Including All The Accessories (Tata Make) But Excluding The Cost Of Purlins, Rafters, Trusses, Flashings Etc. Complete As Per The Directions Of The Engineer In Charge. , Providing & Fixing In Position Galvalume/Zincalume Flashings, Cappings, Ridges, Gutters Upto 600Mm/610Mm Girth And Min 3.00M In Length (Cold Rolled Steel 550 Mpa Yeild Stress Astm A 446 Grade E) With Hot-Dip Metallic Coating Of Aluminium-Zinc Alloy(Az 150 Galvalume) (150 Gms/Sqm Total Of Both Sides With Al-Zn Composition= 55% & 43.5% Resp. & 1.5% Si Conforming To Astm 792/ As 1397) 0.45 Mm Base Metal Thickness And 0.50Mm Total Coated Thickness, Factory Cut At All Heights For Roof, Side & Gable Cladding Complete In All Respects With Az 150 Gsm Smp Color Coated (20Mic Exterior Coat Of Silicon Modified Polyester Paint System Over 5 Mic Primer And 5 Mic Polyester Back Coat Over 5 Mic Primer) Incl. Fixing To Purlins With No 12X14X55Mm Mechanically Galvanised Hex Head Self Drilling Screws Of The Best Quality As Per As-3566 Class 3-4 Approved, Which Should Be Compatible To Be Used With Sheets. With Integral Washers And Epdm Seals Etc. Silicon Sealant Non-Hardening Neutral Cure Type Shall Be Applied At All End Laps, Complete As Directed. , Providing And Fixing M.S. Grill Of Required Pattern In Wooden Frames Of Windows Etc. With M.S. Flats Square Or Round Bars With Round Headed Bolts And Nuts Or By By Screws. Plain Grill , Providing And Fixing Stainless Steel (Grade 304) Railing Made Of Hollow Tubes, Channels, Plates Etc.With Hairline Finish, 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, ( For Payment Purpose Only Weight Of Stainless Steel Members Shall Be Considered Excludingfixingaccessoriessuchasnuts,Bolts, Fasteners Etc.). , Providing And And Laying Antiskid Floor Tiles 12 X 12 Upto 16 X 16 In Of Johnson, Somany, Kajaria (Thickness To Be Specified By The Manufacturer) Of 1St Quality Conforming To Is:15622 Of Approved Make In Shades As Specified 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. Light Shades , Providing And Fixing 1St Quality Ceramic Glazed Wall Tiles (Johnson, Somany, Kajaria )Conforming To Is:15622 (Thickness To Be Specified By The Manufacture 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 Sq.M Including Pointing In White Cement Mixed With Pigment Of Matching Shade Complete. Wall Ceramic Glazed Tiles : 300 X 600 , 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 : Flamed Finish Granite Stone Slab. Jet Black , Providing & Fixing 18 Mm Thk Flame Finish Granite Tread Tiles In Single Piece In Jet Black With Rounded Off Nosing, Antiskid Groove Laid On 20 Mm (Average) Thick Bed Of Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) With Neat Cement Slurry Including Pointing With Pigmented Cement Slurry To Match The Shade Of Slab, Cleaning Etc. Complete. ( Price Range 2000 To 2100 Rs Per Sq Mtr.) , Providing And Fixing Granite Stone Slabs (Mirror Polished) 18Mm Thick In Risers Of Steps, Skirting, Dado And Pillars Laid On Cement Paste And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slabs, Including Rubbing And Polishing Complete. Jet Black , Providing And Laying Polished Granite Stone Flooring, Coping 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 Jet Black, Cherry Red, Elite Brown, Cat Eye Or Equivalent. ( Price Range 1550 To 1600 Rs Per Sq Mtr.) , Providing And Laying Factory Made Shot Blasted Cement Concrete Interlocking Paver Block Of Minimum M35/M40 Grade Made By Heavy Duty Block Making Machine With Strong Vibratory Compaction And Of Aprpoved Size And Design / Shape Laid In 50 Mm Thick Compacted Bed Of Coarse Sand, Filling The Joints With Coarse Sand, Etc. All Complete As Per The Direction Of Engineer.- In I, Wave, Rectangular, Square Etc. Shapes. The Products Should Comply To Is 15658:2006 And Manfucatured By Iso9001: 2008 Certified Plant. The Shot Blasting Should Be Done Using 0.4-0.5Mm Dia Steel Shots With A Speed Of 3200 Rpm .80 Mm Thick In All Colours Except Grey (M40 Grade) , Providing And Laying Factory Made Shot Blasted Cement Concrete Interlocking Paver Block Of Minimum M35/M40 Grade Made By Heavy Duty Block Making Machine With Strong Vibratory Compaction And Of Aprpoved Size And Design / Shape Laid In 50 Mm Thick Compacted Bed Of Coarse Sand, Filling The Joints With Coarse Sand, Etc. All Complete As Per The Direction Of Engineer.- In I, Wave, Rectangular, Square Etc. Shapes. The Products Should Comply To Is 15658:2006 And Manfucatured By Iso9001: 2008 Certified Plant. The Shot Blasting Should Be Done Using 0.4-0.5Mm Dia Steel Shots With A Speed Of 3200 Rpm. 80 Mm Thick In Grey Colour (M40 Grade) , Providing And Fixing 18Mm Thick Polished Black Granite Machine Cut For Kitchen Platforms, Counters, Window Sills, Door Frame, Urinal Partitions , Fascia 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.( Price Range Rs.1500 To Rs.1700 Per. Sq.M ) , Providing 25Mm Thick Cuddapah Slabs Machine Cut And Polished On Either Side In Partitions Including Making Necessary Grooves In The Wall And Fixing With Cement Mortar, Complete As Directed By The Engineer. , Supplying And Fixing Pre-Cast Cement Concrete Kerb-Stones(Factory Made,The Factory Should Be Iso Certified And Registered Under Dirctorate Of Industries, Govt. Of India) Of M-20 With 20 Mm Nominal Size Granitic/Basaltic Aggregate Properly Consolidated By Mechanical Plat-Form And Vibrators With Smooth Finish Including Fixing At Site Complete As Per Specification. Size 60 Cm L X45 Cm H X 15 Cm T , Kotah Stone Slab Flooring Over 20 Mm (Average) Thick Base Laid Over & Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slab Including Rubbing & Complete With Base Of Cement Mortar 1:4 (1 Cement : 4 Coarse Sand). 20 Mm Thick. , Providing Water Proofing Treatment Over The New Reinforced Cement Concrete Roofs Terrace By Spreading Cement Slurry Over The Reinforced Cement Concrete Slab And Laying Of 10Cms. Average Laterite Stone Ballast Coba With The Necessary Gradient For Easy Flow Of Rain Water And The Coba In Covered With Damp Proof Of Hindustan Water Proofing Co. Or Equivalent Jointless Water Proofing Plaster Of Mix 1:3 (1 Cement: 3 Find Sand), Finished Smooth With Wooden Trowel With False Marking Of 30 Cms Square. The Vertical Surface Of The Adjoining Walls Are To Be Treated Upto A Height Of 30Cms Including Rounding Of Junction (The Rate Includes For Complete Items Including Labour And Materials And Including Cost Of Initial Treatment Of Roof Slab As Follows. The Injunction Of Damp Proof Or Equivalent Compound With Cement Solution Will Be Given As And When Found Necessary For Filling Honey Comb, Cracks Etc. In The Reinforced Cement Concrete Slabs). Note: Cement Consumption 25 Kg/Sq.M. , Providing And Fixing Waterproofing Treatment To Sanitary Blocks Consisting Of Layers Of Laterite Stone Coba Of 75 Mm Thick In Cement Mortar 1:2 Sand Witched Between Two Layers Of Cement Mortar 1:4 (20 Mm Thick ) Mixed With Water Proofing Compound, Top Finishing Coat Of Cement Slurry 6 To 12 Mm Thick With Water Proofing Compound Etc. Complete With 32 Mm Dia Pvc Pressure Relief Pipe Of Adequate Length Including Waterproofing Treatment To 750 Mm Height (Maximum) Of Side Wall, And Bottom Surface In Cement Mortar 1:4 With Waterproofing Compound And Covering 10 Years Guarantee On Court Fee Stamp Of Rs. 100 With Ponding Test Including All Lead, Lift Etc. Complete As Directed By Engineer. , 12 Mm Thick Cement Plaster 1:4 (1 Cement:4 Fine Sand) , 6Mm Thick Cement Plaster To Ceiling With 1:3 (1 Cement : 3 Fine Sand) , 18Mm Cement Plaster In Two Coats Under Layer , Extra For Plastering Done On Moldings, Cornices, Or Arch It Raves Including Neat Finish To Line And Level. In One Coat , Extra For Providing And Mixing Water Proofing Material Proportion Recommended By The Manufacturers. (A)12Mm Cement Plaster 1: 3 (1 Cement : 3 Sand) , Forming & Finishing The 20 Mm Groove In Plastered Surface & Repair The Edges As Per Specifications And Directions Of The Engineer In Charge. , Providing And Applying White Cement Based Putty Of Average Thickness 1.00Mm Of Approved Brand And Manufacturer, Over The Plastered Wall Surface To Prepare The Surface Even And Smooth Complete. , Wall Painting (Two Or More Coats) With Plastic Emulsion Paint Of Approved Brand And Manufacture On New Work To Give An Even Shade. , Painting Three Or More Coats With Acryllic Exterior Paint Of Approved Brand And Manufacture (Such As Weather Shield,Apex) Including Applying One Coat Of Cement Primer And One Coat Of Surface Treatment Etc. Complete. , Painting (Two Or More Coats) With Synthetic Enamel Paint Of Approved Brand And Manufacture In All Shade Or New Work Over And Under Coat Of Suitable Shade With Ordinary Paint Of Approved Brand And Manufacture To Give An Even Shade , Providing & Fixing 19Mm Thk Plywood Work In Frames Of Doors Using 19Mm Marine Ply (Waterproof) With All Hardware,And Other Frames And Fixed In Position With 50 Mm Fastners Etc. Complete As Specified As Shown In The Drawings. , Providing And Fixing First Class Indian Teak Wood Moulded Beading To Door And Window Frames With Iron Screws , Plugs And Priming Coat On Unexposed Surfaces Etc. 50X12Mm Size. , Providing And Fixing Block Board Flush Door Shutters 35Mm Thick ( 1St Class Teak Ply On Both Faces), Laminated On Both Sides With 1Mm Thick Laminate Of Approved Brand And Colour Including Cost Of Adhesive, Nails, Screws During Fixing Etc. Complete. , Providing & Fixing Bright Finished Stainless Steel Mortise Latch & Lock With 60 Mm Cylinder And A Pair Of Levers, Handles With Necessary Screws Etc.Complete , Providing And Fixing Bright Finished Brass Door Latch With Necessary Screws Etc Complete. 300X 16 X 5 Mm , Providing And Fixing Chromium Plated Brass Butt Hinges With Necessary Screws Etc. Complete Size 125 X 70 X 4.0Mm , Provided And Fixing 150 Mm Chromium Plated Brass Floor Door Stopper With Rubber Cushion Screws Etc. To Suit Shutters Thickness Complete. , Providing And Fixing Bright Finished Brass Tower Bolts (Barrel Type) With Screws Etc. Complete. 200 X 10 Mm , Providing Frp Door Shutters 35Mm Thick With Frame Size In Clear Opening Of 0.75X2.10M Hinges And Screws Complete., , Dismantling The Tile Work In Floors And Roofs Laid In Cement Including Stacking Of Materials Within 50 Meters Lead For Thickness Of Tiles 10Mm To 25Mm. , Disposal Of Unserviceable Materials Such As Laterite Stones, Bricks, Cement Concrete, Scrap Materials, Excess Earth By Tipper Truck Or As Directed By Engineer In Charge Including Loading, Transportation, Unloading, Levelling Etc At The Risk And Cost Of Agency / Contractor Including Selection Of Site For Disposal With All Lifts And Leads Etc. All Complete. , Providing And Fixing Anodized Aluminum Ventilators (Including Frame And Shutter ) With Three Partitions With 5 Mm Thick Approved Clear Float Glass In One Partition, Exhaust Opening In One Partition & 6 Mm Thk Glass Louvers In One Partition With Using Weight And Size Of Section Not Less Then As Specified Or As Shown In Drawing ,Locking Arrangement,Silicon Sealant ,Epdm Gaskets, Including All Aluminum Fixture And Fittings Etc. Complete . All Gaps Between Civil Work And Aluminium Frames Shall Be Sealed And Made Watertight By Applying Silicone Sealant.Rectangular Tube @0.478Kg/M , Providing And Fixing Of Aluminium Window With 3 Tracks And 2 Shutters Sliding Window With Tobular Frame Ployster Powder If Thicness 75-80 Microns With Approved Standard Accessaries Such As Ball Beaing Rollers, Concealed Lock, 6Mm Thick Plain Clear Glass With Epdm Beading Etc. , Drilling 150 Mm Deep Hole In R C C And Grouting The Rebar With Lockfix Etc Complete. 10 Mm Dia , Drilling 150 Mm Deep Hole In R C C And Grouting The Rebar With Lockfix Etc Complete.12 Mm Dia , Constructing Soak Pit 1.20M X 1.20M X1.20M Filled With Laterite Stone Aggregate 125 To 180 Mm Including S.W. Drain Pipe 100 Mm Diameter And 1.2M. Long Complete As Per Standard Design , Dismantling Steelwork In Built Up Sections In Angles, Tees, Flats And Channels Including All Gusset Plates Bolts, Nuts, Cutting Dismembering And Staking Within 50 Mts. Lead Extra For Dismantling Trusses, Rafters, Purlins Etc. Of Steel Work, For Every Additional Span Of One Meter Or Part Thereof Beyond 10 Mts. , Demolishing Laterite Stone Masonry In Cement Mortar Including Stacking Of Serviceable Material & Disposal Of Unserviceable Material Within 50 Mts. Lead. , Dismantling Doors, Windows And Clearestory Windows (Steel Or Wood) Shutters Including Chowkhats Architrave Holdfast Etc. Complete And Staking Within 50 Mt. Lead. Of Area 3 Sq.M. And Below , Dismantling Wood Work Of Area Below 40 Sq.Cm. Wrought Framed And Fixed In Frames, Other Frames And Trusses Including Stacking Of Material Within 50 Mts. Lead , Dismantling G.I. Sheets Roofing Including Ridges, Hips Valleys And Gutters Etc. And Stacking The Material Within 50 Meters Lead. , Providing & Fixing Below Mentioned Items Made In Fiber (Frp/Grp/ Any Other Material Specified By Vendor) Alongwith Fabricating A Rigid Skeletal Frame Work By Welding Steel Bars/Weld Mesh As Per The Desired Size, Shape And Profile Of The Finished Structure .Finish Should Be Simillar To The Photofeatures Approved By The Architect. Rate Should Be Inclusive Of Scaffolding , Reinforcement Welding, Framework As Per Structural Design. Work Should Be As Per Detail Design & Drawing And Satisfactory Of The Architects. Theming Work For Main Entrance Gate In Frp As Per Tender Drawing , Providing & Fixing Below Mentioned Items Made In Fiber (Frp/Grp/ Any Other Material Specified By Vendor) Alongwith Fabricating A Rigid Skeletal Frame Work By Welding Steel Bars/Weld Mesh As Per The Desired Size, Shape And Profile Of The Finished Structure .Finish Should Be Simillar To The Photofeatures Approved By The Architect. Rate Should Be Inclusive Of Scaffolding , Reinforcement Welding, Framework As Per Structural Design. Work Should Be As Per Detail Design & Drawing And Satisfactory Of The Architects. Theming Work For Mahadev Big Mural In Frp As Per Tender Drawing , Providing & Fixing Below Mentioned Items Made In Fiber (Frp/Grp/ Any Other Material Specified By Vendor) Alongwith Fabricating A Rigid Skeletal Frame Work By Welding Steel Bars/Weld Mesh As Per The Desired Size, Shape And Profile Of The Finished Structure .Finish Should Be Simillar To The Photofeatures Approved By The Architect. Rate Should Be Inclusive Of Scaffolding , Reinforcement Welding, Framework As Per Structural Design. Work Should Be As Per Detail Design & Drawing And Satisfactory Of The Architects. Theming Work For Nandi In Frp As Per Tender Drawing , Providing And Fixing Weepholes With Rigid Pvc Make Laid In Position With A Required Slope And Level While Layingpipes Of Approved The Concrete Of Retaining Wall,Wing Wall And Earth Retainig Structure Complete As Directed By The Engineer In Charge , Providing And Fixing Concrete Roof Tiles Of Monier Brand Elabana Series Over Fabrication Structure As Per Manufacture Guidelines, Including Fixing Tiles In Standard Patterns Or As Specified By The Architect. Colour - Orange , Providing And Fixing Monier Concrete Ridges As Required Over Layer Of Topflex Including All Necessary Fixtures Etc. , Providing And Fixing Monier Barge Tiles As Required Over Layer Of Topflex Including All Necessary Fixtures Etc. , Providing And Laying 300X350X160 Mm Thick Decorative Laterite Stone Flooring (Patradevi Stone) Laid On 20 Mm Thick Base Of Cement Mortar 1:4 ( 1Cement :4 Coarse Sand ) Including Maintaining 75 Mm Gap Between Two Stone For Grassing.Gaps To Be Filled With Good Earth For Grassing. All Work Completed As Per Directed By Engineer-In-Charge.(Price Including Stone,Gardening Soil,Fertilizers And Grass Etc Complete) , Supplying And Stacking Of Good Earth ( Garden Soil) At Site Including Royalty And Carriage Upto 1 Km. (Earth Measured In Stacks Will Be Reduced By 20% For Payment). , Spreading Of Sludge, Dung Manure Or/And Good Earth (Garden Soil) In Required Thickness (Cost Of Sludge, Dung Manure Or/And Good Earth To Be Paid Separately). , Supply At Site Of Work/Store Deoiled Neem Cake Duly Packed In Used Gunny Bags As Per Mort & H Specification 308.2 , Supplying Of Sludge Duly Stacked At Site/Store As Per Mort & H Specification 308.2 , Filling Mixture Of Earth & Sludge Or Manure In The Desired Proportion In Trenches Flooding With Water And Leveling (Cost Of Supplying Earth And Sludge Or Manure And Mixing Excluded). , Providing, Laying And Planting Various Trees & Palms As Listed Below As Per The Mentioned Size Including Adding Fertilizers As Per Planting Schedule, Manure And Neem Cake Etc. Including Their Maintainance Upto 3 Months During Which The Contractor Is Suppose To Maintain All These In All Respects Such As Watering, Pruning, Spraying Of Pesticides, Fungicides, Insecticides, Adding Fertilisers, Removing Of Weeds As Per Specification And Direction Of The Engineer And Also Replacing With Similar Plants In Case Of Death Of Any Plants. The Plant Will Be Selected And Approved By The Engineer Before Plantation. Plumeria Rubra , Providing, Laying And Planting Various Trees & Palms As Listed Below As Per The Mentioned Size Including Adding Fertilizers As Per Planting Schedule, Manure And Neem Cake Etc. Including Their Maintainance Upto 3 Months During Which The Contractor Is Suppose To Maintain All These In All Respects Such As Watering, Pruning, Spraying Of Pesticides, Fungicides, Insecticides, Adding Fertilisers, Removing Of Weeds As Per Specification And Direction Of The Engineer And Also Replacing With Similar Plants In Case Of Death Of Any Plants. The Plant Will Be Selected And Approved By The Engineer Before Plantation. Saraca Ashoka , Providing, Laying And Planting Various Trees & Palms As Listed Below As Per The Mentioned Size Including Adding Fertilizers As Per Planting Schedule, Manure And Neem Cake Etc. Including Their Maintainance Upto 3 Months During Which The Contractor Is Suppose To Maintain All These In All Respects Such As Watering, Pruning, Spraying Of Pesticides, Fungicides, Insecticides, Adding Fertilisers, Removing Of Weeds As Per Specification And Direction Of The Engineer And Also Replacing With Similar Plants In Case Of Death Of Any Plants. The Plant Will Be Selected And Approved By The Engineer Before Plantation. Neem , Providing, Laying And Planting Various Trees & Palms As Listed Below As Per The Mentioned Size Including Adding Fertilizers As Per Planting Schedule, Manure And Neem Cake Etc. Including Their Maintainance Upto 3 Months During Which The Contractor Is Suppose To Maintain All These In All Respects Such As Watering, Pruning, Spraying Of Pesticides, Fungicides, Insecticides, Adding Fertilisers, Removing Of Weeds As Per Specification And Direction Of The Engineer And Also Replacing With Similar Plants In Case Of Death Of Any Plants. The Plant Will Be Selected And Approved By The Engineer Before Plantation. Nyctanthes , Providing, Laying And Planting Various Trees & Palms As Listed Below As Per The Mentioned Size Including Adding Fertilizers As Per Planting Schedule, Manure And Neem Cake Etc. Including Their Maintainance Upto 3 Months During Which The Contractor Is Suppose To Maintain All These In All Respects Such As Watering, Pruning, Spraying Of Pesticides, Fungicides, Insecticides, Adding Fertilisers, Removing Of Weeds As Per Specification And Direction Of The Engineer And Also Replacing With Similar Plants In Case Of Death Of Any Plants. The Plant Will Be Selected And Approved By The Engineer Before Plantation. Peltophorum Pterocarpum , Providing, Laying And Planting Various Trees & Palms As Listed Below As Per The Mentioned Size Including Adding Fertilizers As Per Planting Schedule, Manure And Neem Cake Etc. Including Their Maintainance Upto 3 Months During Which The Contractor Is Suppose To Maintain All These In All Respects Such As Watering, Pruning, Spraying Of Pesticides, Fungicides, Insecticides, Adding Fertilisers, Removing Of Weeds As Per Specification And Direction Of The Engineer And Also Replacing With Similar Plants In Case Of Death Of Any Plants. The Plant Will Be Selected And Approved By The Engineer Before Plantation. Bauhinia Purpurea , Providing, Laying And Planting Various Trees & Palms As Listed Below As Per The Mentioned Size Including Adding Fertilizers As Per Planting Schedule, Manure And Neem Cake Etc. Including Their Maintainance Upto 3 Months During Which The Contractor Is Suppose To Maintain All These In All Respects Such As Watering, Pruning, Spraying Of Pesticides, Fungicides, Insecticides, Adding Fertilisers, Removing Of Weeds As Per Specification And Direction Of The Engineer And Also Replacing With Similar Plants In Case Of Death Of Any Plants. The Plant Will Be Selected And Approved By The Engineer Before Plantation. Filliciam Decipiens , Providing, Laying And Planting Various Trees & Palms As Listed Below As Per The Mentioned Size Including Adding Fertilizers As Per Planting Schedule, Manure And Neem Cake Etc. Including Their Maintainance Upto 3 Months During Which The Contractor Is Suppose To Maintain All These In All Respects Such As Watering, Pruning, Spraying Of Pesticides, Fungicides, Insecticides, Adding Fertilisers, Removing Of Weeds As Per Specification And Direction Of The Engineer And Also Replacing With Similar Plants In Case Of Death Of Any Plants. The Plant Will Be Selected And Approved By The Engineer Before Plantation. Cordia Dichotoma , Providing, Laying And Planting Various Trees & Palms As Listed Below As Per The Mentioned Size Including Adding Fertilizers As Per Planting Schedule, Manure And Neem Cake Etc. Including Their Maintainance Upto 3 Months During Which The Contractor Is Suppose To Maintain All These In All Respects Such As Watering, Pruning, Spraying Of Pesticides, Fungicides, Insecticides, Adding Fertilisers, Removing Of Weeds As Per Specification And Direction Of The Engineer And Also Replacing With Similar Plants In Case Of Death Of Any Plants. The Plant Will Be Selected And Approved By The Engineer Before Plantation. Cassia Fistula , Providing, Laying And Planting Various Trees & Palms As Listed Below As Per The Mentioned Size Including Adding Fertilizers As Per Planting Schedule, Manure And Neem Cake Etc. Including Their Maintainance Upto 3 Months During Which The Contractor Is Suppose To Maintain All These In All Respects Such As Watering, Pruning, Spraying Of Pesticides, Fungicides, Insecticides, Adding Fertilisers, Removing Of Weeds As Per Specification And Direction Of The Engineer And Also Replacing With Similar Plants In Case Of Death Of Any Plants. The Plant Will Be Selected And Approved By The Engineer Before Plantation. Millingtonia Hortensis , Providing, Laying And Planting Various Trees & Palms As Listed Below As Per The Mentioned Size Including Adding Fertilizers As Per Planting Schedule, Manure And Neem Cake Etc. Including Their Maintainance Upto 3 Months During Which The Contractor Is Suppose To Maintain All These In All Respects Such As Watering, Pruning, Spraying Of Pesticides, Fungicides, Insecticides, Adding Fertilisers, Removing Of Weeds As Per Specification And Direction Of The Engineer And Also Replacing With Similar Plants In Case Of Death Of Any Plants. The Plant Will Be Selected And Approved By The Engineer Before Plantation. Jacaranda Mimosifolia , Providing, Laying And Planting Various Trees & Palms As Listed Below As Per The Mentioned Size Including Adding Fertilizers As Per Planting Schedule, Manure And Neem Cake Etc. Including Their Maintainance Upto 3 Months During Which The Contractor Is Suppose To Maintain All These In All Respects Such As Watering, Pruning, Spraying Of Pesticides, Fungicides, Insecticides, Adding Fertilisers, Removing Of Weeds As Per Specification And Direction Of The Engineer And Also Replacing With Similar Plants In Case Of Death Of Any Plants. The Plant Will Be Selected And Approved By The Engineer Before Plantation. Neolamarckia Cadamba , Providing, Laying And Planting Various Trees & Palms As Listed Below As Per The Mentioned Size Including Adding Fertilizers As Per Planting Schedule, Manure And Neem Cake Etc. Including Their Maintainance Upto 3 Months During Which The Contractor Is Suppose To Maintain All These In All Respects Such As Watering, Pruning, Spraying Of Pesticides, Fungicides, Insecticides, Adding Fertilisers, Removing Of Weeds As Per Specification And Direction Of The Engineer And Also Replacing With Similar Plants In Case Of Death Of Any Plants. The Plant Will Be Selected And Approved By The Engineer Before Plantation. Thevetia , Providing, Laying And Planting Various Trees & Palms As Listed Below As Per The Mentioned Size Including Adding Fertilizers As Per Planting Schedule, Manure And Neem Cake Etc. Including Their Maintainance Upto 3 Months During Which The Contractor Is Suppose To Maintain All These In All Respects Such As Watering, Pruning, Spraying Of Pesticides, Fungicides, Insecticides, Adding Fertilisers, Removing Of Weeds As Per Specification And Direction Of The Engineer And Also Replacing With Similar Plants In Case Of Death Of Any Plants. The Plant Will Be Selected And Approved By The Engineer Before Plantation. Michelia Champaca , Providing, Laying And Planting Various Trees & Palms As Listed Below As Per The Mentioned Size Including Adding Fertilizers As Per Planting Schedule, Manure And Neem Cake Etc. Including Their Maintainance Upto 3 Months During Which The Contractor Is Suppose To Maintain All These In All Respects Such As Watering, Pruning, Spraying Of Pesticides, Fungicides, Insecticides, Adding Fertilisers, Removing Of Weeds As Per Specification And Direction Of The Engineer And Also Replacing With Similar Plants In Case Of Death Of Any Plants. The Plant Will Be Selected And Approved By The Engineer Before Plantation. Plumeria Alba , Supplying & Planting Shrubs, Creepers, Ground Covers, As Listed Below As Per The Mentioned Size Including Adding Fertilizers As Per Planting Schedule, Manure And Neem Cake Etc. Including Their Maintainance Upto 3 Months During Which The Contractor Is Suppose To Maintain All These In All Respects Such As Watering, Pruning, Spraying Of Pesticides, Fungicides, Insecticides, Adding Fertilisers, Removing Of Weeds As Per Specification And Direction Of The Engineer And Also Replacing With Similar Plants In Case Of Death Of Any Plants. The Plant Will Be Selected And Approved By The Engineer Before Plantation. , Providing And Fixing White Vitreous China Type Water Closet Squatting Pan (European Type W.C. Pan) With Dual Flushing (Citren Nelson/ Similar)With Stop Cock Wall Flanges Flush Pipe Or Elbow And Vacuum Breaker Coupling Etc. Including Cutting Making Good The Walls And Floors Where Required. (Excluding Handicap Toilets) , Providing And Fixing Hand Shower (Health Faucet) With 8Mm Dia, Abs/Brass Body With Double Lock 1.00M Long Flexible Tube (Brass Plated Stainless Steel Flexible Hose) And Wall Hook Of Approved Quality Confirming To Is Standards. (All Ewc Including Handicap Toilets) , Providing And Fixing Nickel Chrome Plated Copper Alloy Fancy Long Body Bib Cock With Wall Flange Jaquar Make Or Equivalent. Confirming To Is 8931;1993 For Orissa Pan. 15Mm Nominal Bore , Providing And Fixing White Vitreous China Flat Back Or Wall Corner Type Lipped Front Urinal Basin Of 430 X 260 X 350 Mm And 340 X 430 X 265 Mm Sizes Respectively With Pvc Automatic Flushing Cistern With Fittings, R.S. Or C.I. Brackets, Standard Size Galvanized Steel Flush Pipe And Spreaders With Brass Unions & G.I. Clamps Complete, Including Painting Of Cistern And Fittings, Cutting And Making Good The Walls And Floors Where Required. (A)One Urinal Basin With 5 Liters P .V .C. Automatic Flushing Cistern. , Providing And Fixing Vitreous China Wash Basin With Rs Or C.I. Brackets Painted White, 15 Mm C.P. Brass Pillar Taps C.P. Brass Chain With Rubber Plug 32 Mm C.P. Brass Waste Of Pattern, 32 Mm Diameter M.I. Or C.P. Brass Trap And Union Complete, Including Cutting And Making Good The Walls Where Required. Flat Back Wash Basin Size 550 X 400Mm With A Single 15 Mm C.P. Brass Pillar Taps. , Providing And Fixing Nickel Chrome Plated Copper Alloy Fancy Bottle Trap Economy Type 32Mm Jaquar Make Or Equivalent. Confirming To Is 8931;1993 , Providing & Fixing Liquid Soap Container With C. P. Brass Lid And Brackets Fixed To Wooden Cleats With C. P. Brass Screws. Plastic Container , Providing And Fixing Nahani Trap Of Rigid Pvc (Approved Make) For S.W.R. Pipes Including Lubricating Etc. Complete, Without Door : 110Mm , Providing And Fixing Nahani Trap Of Rigid Pvc (Approved Make) For S.W.R. Pipes Including Lubricating Etc. Complete, Without Door : 75Mm , Providing And Fixing Nickel Chrome Plated Copper Alloy Fancy Wall Mixer With 3 In 1 System With 115Mm Long Bend Pipe For Connection To Over Head Shower Jaquar Make Or Equivalent. Confirming To Is 8931;1993 , Providing & Fixing C.P. Brass Towel Rail Complete With C.P. Brass Brackets Fixed To Wooden Cleats With C. P. Brass Screws. 750X20 , Providing & Fixing Soap Dish Chromium Plated With Brackets Fixed To Wooden Cleats With Cp Brass Screw , Providing And Fixing Rigid Pvc S.W. R. (Soil, Waste And Rain Water Drainage Pipes Of Approved Make Including Lubricant Etc. Complete (Single/Double) Socket-Ed .110Mm Dia , Providing And Fixing Rigid Pvc S.W. R. (Soil, Waste And Rain Water Drainage Pipes Of Approved Make Including Lubricant Etc. Complete (Single/Double) Socket-Ed. 75Mm Dia , Providing And Fixing Rigid Pvc Bend Of Required Degree (Of Approved Make) For S.W.R. Drainage Pipes Of Approved Including Lubricating.110Mm , Providing And Fixing Rigid Pvc Bend Of Required Degree (Of Approved Make) For S.W.R. Drainage Pipes Of Approved Including Lubricating. 75Mm , Providing And Fixing Rigid Pvc Bend (Approved Make ) For S.W.R. Pipes Including Lubricating Etc Complete Bend With Door :110Mm , Providing And Fixing Rigid Pvc Bend (Approved Make ) For S.W.R. Pipes Including Lubricating Etc Complete Bend With Door : 75 Mm , Providing And Fixing Single Tee Of Rigid Pvc (Approved Make ) For S.W.R. Pipes Including Lubricating Etc Complete, With Door :110Mm , Providing And Fixing Single Tee Of Rigid Pvc (Approved Make ) For S.W.R. Pipes Including Lubricating Etc Complete, With Door : 75Mm , Providing And Fixing Single Y Of Rigid Pvc (Approved Make ) For S.W.R. Pipes Including Lubricating Etc Complete, Without Door 110Mm , Providing And Fixing Single Y Of Rigid Pvc (Approved Make ) For S.W.R. Pipes Including Lubricating Etc Complete, Without Door . 75Mm , Providing And Fixing R.P.V.C. Vent Cowl: 110Mm , Providing And Fixing R.P.V.C. Vent Cowl: 75Mm , Construction Of Manhole Rectangular In Shape Including Cement Concrete 1:3:6 (1 Cement:3 Coarse Sand:6 Graded Stone Aggregate 20Mm Nominal Size) Foundation Thickness Of Concrete 20Cms And Offset 10Cms On Both Sides And First Class Brick Work With Bricks Class Designation 100Kg/Cm2 In Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) 23Cms Thick Including Providing & Fixing Ci Footrests Confirming To Is 5445/69 Or Revised And Whose Weight Shall Not Be Less Than 5.30Kgs Including Fixing In Man-Hole At 30Cm C / C In 20X 20X10Cm Cement Concrete Block 1:3:6 (1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20Mm Nominal Size) And 12Mm Thick Plaster Inside And Outside With Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) Including Adding Waterproofing Compound Of Approved Brand In Cement Mortar With A Floating Coat Of Neat Cement And Making Channel In Cement Concrete 1:2:4 (1 Cement :2 Coarse Sand : 4 Graded Stone Aggregate 20M Nominal Size) Neatly Finished Complete As Per Standard Design. Inside Size 0.60X0.60M And 0.60M Deep (With Medium Duty Di Manhole Cover & Frame Of Size 0.60X 0.60M Weighing 90Kgs ) Including Fixing With Cement Concrete 1:2:4 ( 1 Cement :2 Coarse Sand : 4 Graded Stone Aggregate 20Mm Nominal Size And Applying The Frame & Cover With Coal Tar. , Providing And Fixing Square Mouth S.W. Gully Trap Grade A Complete With C.I. Grating Brick Masonry Chamber And Water Tight C.I. Cover With Frame Of 300 X 300 Mm Size (Inside The Weight Of The Cover To Be Not Less Than 4.53 Kg.) And Frame To Be Not Less Than 2.72 Kg As Per Standard Design:.B) 150 X 100 Mm Size P Or S Type , Providing And Fixing Astm Upvc Pipe, Conforming To Astm 2467 With Iso 14001, Including All Upvc Plain & Brass Threaded Fittings, Including Jointing Of Pipes & Fittings With One Step Upvc Solvent Cement, Trenching ,Refilling & Testing Of Joints Complete As Per Direction Of Engineer. External Work. 25Mm Outer Dia. , Providing And Fixing Astm Upvc Pipe, Conforming To Astm 2467 With Iso 14001, Including All Upvc Plain & Brass Threaded Fittings, Including Jointing Of Pipes & Fittings With One Step Upvc Solvent Cement, Trenching ,Refilling & Testing Of Joints Complete As Per Direction Of Engineer. External Work. 32Mm Outer Dia. , Providing And Fixing Brass Full Way Valve (Heavy) Duty With Wheel Of Approved Quality : (Toilet Internal Ball Valve, 15Mm Nominal Bore , Providing And Fixing Brass Full Way Valve (Heavy) Duty With Wheel Of Approved Quality : (Toilet Internal Ball Valve, 40 Mm Nominal Bore . , Providing And Fixing Non-Return Valve Of Approved Quality :40 Mm Nominal Bore , Providing And Fixing Ball Valve ( Brass ) Of Approved Quality .25 Mm Nominal Bore , Providing And Fixing Chlorinated Ployvinyl Chloride (Cpvc) Pipes Confirming To Is:15778, Having Thermal Stability For Hot And Cold Water Supply Including All Cpvc Plain And Brass Threaded Fittings Including Fixing The Pipes With Clamps At 1 Mt. Spacing. This Includes Jointing Of Pipes And Fittings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of The Engineer-In-Charge. Internal Work Exposed On Wall (Medium Duty Sdr 13.5. 15 Mm , Providing And Fixing Chlorinated Ployvinyl Chloride (Cpvc) Pipes Confirming To Is:15778, Having Thermal Stability For Hot And Cold Water Supply Including All Cpvc Plain And Brass Threaded Fittings Including Fixing The Pipes With Clamps At 1 Mt. Spacing. This Includes Jointing Of Pipes And Fittings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of The Engineer-In-Charge. Internal Work Exposed On Wall (Medium Duty Sdr 13.5. 20 Mm , Providing And Fixing Chlorinated Ployvinyl Chloride (Cpvc) Pipes Confirming To Is:15778, Having Thermal Stability For Hot And Cold Water Supply Including All Cpvc Plain And Brass Threaded Fittings Including Fixing The Pipes With Clamps At 1 Mt. Spacing. This Includes Jointing Of Pipes And Fittings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of The Engineer-In-Charge. Internal Work Exposed On Wall (Medium Duty Sdr 13.5. 25 Mm , Providing And Fixing Chlorinated Ployvinyl Chloride (Cpvc) Pipes Confirming To Is:15778, Having Thermal Stability For Hot And Cold Water Supply Including All Cpvc Plain And Brass Threaded Fittings Including Fixing The Pipes With Clamps At 1 Mt. Spacing. This Includes Jointing Of Pipes And Fittings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of The Engineer-In-Charge. Internal Work Exposed On Wall (Medium Duty Sdr 13.5. 32 Mm , Providing And Fixing Chlorinated Ployvinyl Chloride (Cpvc) Pipes Confirming To Is:15778, Having Thermal Stability For Hot And Cold Water Supply Including All Cpvc Plain And Brass Threaded Fittings Including Fixing The Pipes With Clamps At 1 Mt. Spacing. This Includes Jointing Of Pipes And Fittings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of The Engineer-In-Charge. Internal Work Exposed On Wall (Medium Duty Sdr 13.5. 40 Mm , Providing And Fixing Chlorinated Ployvinyl Chloride (Cpvc) Pipes Confirming To Is:15778, Having Thermal Stability For Hot And Cold Water Supply Including All Cpvc Plain And Brass Threaded Fittings Including Fixing The Pipes With Clamps At 1 Mt. Spacing. This Includes Jointing Of Pipes And Fittings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of The Engineer-In-Charge. Internal Work Exposed On Wall (Medium Duty Sdr 13.5. 50 Mm , Providing And Placing On Terrace Roof Of Floor Two (1St Flor Roof Single Piece Rotational Moulded Polythene Water Storage Tank Having I S I Mark And Conforming To I S 12701;1996. 1000 Lit. Capacity , Electrical Works , Supply ,Installation,Testing & Commisioning Of 3 M High Galvanised Decorative Conical Step Pole With Decorative Light Single Bracket Made From 40 Mm. Dia ‘B Class G.I. Pipe, 0.6 To 1M. In Length Along With Pole Cap Of 300Mm / Suitable Length And 80 Mm /Suitable Dia.(Suitable To Pole Top) Duly Welded With Provided Leads, And With Foundation Bolts Having Bottom Dia. From 105 To 141 Mm, Top Dia. From 65 To 77 Mm Complete With All Required Accessories Like Junction Box With 15A Input Output Connectors , 0.5 - 6 A C Curve Sp Mcb For Suitable For Each Light Fittings 3 Core 2.5 Sq. Mm Cu Flex. Cable For Light Fitting From Junction Box To Light Fittings And Its Termination Of Cables Should Be Made Using With Proper Lugs ,Pole Will Be Painted With P U Paint As Per Gtdc Color Choice .Etc.Make-Havells, Reytek, Suncity, La Luminie As Required As Directed By The Engineer In-Charge. , Supply,Installation,Testing,Commisioning Of 40W Decorative Luminaire Made Of Spun Aluminium Body With Pressure Die-Cast Heat Management (Pdchm) And The Ip65 Optical Compartment With High Power Led/S Is Comprised Of A Deep Drawn Chemically Polished And Co-Extruded, Thermoformed Polycarbonate Protector Stabilized Agent Uv Rays Suitable For 40W Led. Fitting Should Be Suspended Mounting Type Fixture. System Wattage:40W Led, Protection Class:Ip65, Driver Integral: Constant Current, Input Voltage: 230-240 Vac, Frequency: 50-60Hz, Operating Voltage:120- 277Vac, Operating Temperature: 0Deg To +50Deg C, Single Phase Ac Supply. Led Lumens: @120Lm/W 4800Lm, Cri(Ra):80, Led Colour Temperature: 3000 To 5700K, Life Span:59,000 Hours,, Physical Body: Die Cast Aluminium Base, Body Spun Aluminium, Diffuser: Convex Type Translucent / V Translucent Polycarbonate Glass, Mounting: Suitable For 48Mm Od Pipe, Finish: Powder Coated Black, Driver Power Factor:0.95, Thd:7.8%,Surge Protection: 4Kv, Efficiency:87%. Fitting Should Have Inbuilt Driver With Efficiency 0.9 And Having Surge Protection Device Of 4Kv And External Surge Protection Device Of 10Kv. Ip65 And Lm79-2019 Report To Be Provided. Make: Havells, Reytek, Suncity, La Luminie As Required As Directed By The Engineer In-Charge. , Supply,Installation,Testing,Commisioning Of Architectural Pole Of 6Mtr Height Single Arm Made Of Galvanised Iron Sections Of 140Mm & 76Mm Dia. Wind Speed Considered In Design 50M/S, Is 875: Part - 3 :1987 .Material For Tubes Steel Of Grade Yst 210. Material For Base Plate Steel Of Grade E250 To Is 2062 ; 2011. The Bracket Will Be Provided With Reducer/Expander For Holding The Suspended Type Fixture On To The Main Pole With All Arrangements Having Position Perpendicular To The Ground. The Bracket Shall Be Single Arm On 6Mtr With A Span Of 1000Mm. The Bracket Top Shall Be Covered With Frp Cap To Enclose The Pipe. The Pole Will Be Placed With A Aluminium Embellishments On The Bottom & Middle Section For Aesthetic & Decorative Purpose. The Pole Will Be Provided With An Inbuilt Ip 65/66 Junction Box To Fix 32Amp Connectors & 6Amp Mcb Inside The Cut Window Of The Bottom Pipe The In Built Box Should Have A Flush Door Of Suitable Size. The Decorative Pole Will Be Mounted On A Square Base Plate Of Size 250 X 250Mm Having 12Mm Thickness. The Mounting Steel Plate Along With Hot Dip Galvanised Foundation Bolts Of Size M16 X 600Mm To Be Used For Ensuring Firm Grouting In The Specially Designed /Provided Reinforced Cement Concrete Foundation. The Galvanised Pole Should Be Painted In 3 Layer Coating (Coating Thickness Should Be More Than 50 Microns Minimum) In Which 1St Layer With Etch Primer, 2Nd Layer With Epoxy Zinc Primer & 3Rd Final Layer With Pu Paint Of Matt Black On Pole And Golden On Aluminium Embellishment Or As Per Gtdc .Make-Havells, Reytek, Suncity, La Luminie As Required As Directed By The Engineer In-Charge. , Supply,Installation,Testing,Commisioning Of 70W Decorative Luminaire Made Of Spun Aluminium Body With Pressure Die-Cast Heat Management (Pdchm) And The Ip65 Optical Compartment With High Power Led/S Is Comprised Of A Deep Drawn Chemically Polished And Co-Extruded, Thermoformed Polycarbonate Protector Stabilized Agent Uv Rays Suitable For 70W Led. Fitting Should Be Suspended Mounting Type Fixture. System Wattage:70W Led, Protection Class:Ip65, Driver Integral: Constant Current, Input Voltage: 230-240 Vac, Frequency: 50-60Hz, Operating Voltage:120- 277Vac, Operating Temperature: 0Deg To +50Deg C, Single Phase Ac Supply. Led Lumens: @120Lm/W 8400Lm, Cri(Ra):80, Led Colour Temperature: 3000K, Life Span:59,000 Hours,, Physical Body: Die Cast Aluminium Base, Body Spun Aluminium, Diffuser: Convex Type Translucent / V Translucent Polycarbonate Glass, Mounting: Suitable For 48Mm Od Pipe, Finish: Powder Coated Black, Driver Power Factor:0.95, Thd:7.8%,Surge Protection: 4Kv, Efficiency:87%. Fitting Should Have Inbuilt Driver With Efficiency 0.9 And Having Surge Protection Device Of 4Kv And External Surge Protection Device Of 10Kv. Ip65 And Lm79-2019 Report To Be Provided. Make: Havells, Reytek, Suncity, La Luminie As Required As Directed By The Engineer In-Charge. , Supplying And Erecting Of Concealed Type Step Light With 6W Led Lamp Die-Cast Aluminium Housing Having System Lumens Output Of Min. 500 Lumens, Min. Efficacy Of 100 Lumen/W, Cri80, Cct Upto 5000K, Beam Angle Of 110 Deg., Thd10%, Sdcm5, P.F. 0.95, Operating Range Of 230-270V, Surge Protection Of 2.5 Kv, Life Class Of 25,000 Hrs. At L70B50, Including Driver By Making Necessary Arrangement/Recess In Wall To Make It Flush With Surface ,Ip Rating : Ip 67 ,Ik10 Rated , Connecting Wire, Including Gear Box And Junction Box For Cable Connection Complete And Coated With Epoxy Zinc Phosphate Primer And Finished Using Environmentally Stable Polyurethane Based Paint .Make:- Havells,Reytek,Philips,Crompton,Leksa, La Luminaire, Wipro, Atilite, Nice. As Required As Directed By The Engineer In-Charge. , Supply ,Installation Of Tree Uplighter With Spike,9W Led Lamp Complete With Ip66, 24Vdc, Suitable Watts Driver / Power Supply (If Any), Connecting Wire,.Complete With All Accessories And Coated With Epoxy Zinc Phosphate Primer And Finished Using Environmentally Stable Polyurethane Based Paint .Make:- Havells,Reytek,Philips,Crompton,Leksa, La Luminaire, Wipro, Atilite, Nice. As Required As Directed By The Engineer In-Charge. , Supplying And Erecting Wall Mounted Street Light Bracket Made From 40 Mm. Dia ‘B Class G.I. Pipe, 0.6M. In Length Complete. , Supplying And Erecting Bulk Head Led Fitting Max. 10-12W With High Transitivity Diffuser With System Lumens Output Of Min. 1100 Lumens, Min. Efficacy Of 110 Lumen/W, Cri80, Cct Upto 6500K, Beam Angle Of 120 Deg., Thd0.95, Operating Range Of 140-260V, In Built Surge Protection Of 2.5 Kv, Life Class Of 50,000 Hrs At L70B50, Ip66, Ik09 Rated Including Driver Ip66, Ik09 Rated On Provided Pvc Block / Wooden Board With Accessories Complete. , Supply Of 3 Core Unarmoured Pvc/Xlpe Insulated, Pvc Sheathed Copper Conductor Cable Of 1.1 Kv Grade With Isi Mark Conforming To Is:1554(Part I) ,Is:7098(Part I) With Latest Amendments Of Following Size. 3 Core 2.5 Sq.Mm , Supply Of 3 Core Armoured Pvc/Xlpe Insulated, Pvc Sheathed Copper Conductor Cable Of 1.1 Kv Grade With Isi Mark Conforming To Is:1554(Part I) ,Is:7098(Part I) With Latest Amendments Of Following Size. 3 Core 4 Sq.Mm , Supply Of 4 Core Armoured Pvc/Xlpe Insulated, Pvc Sheathed Copper Conductor Cable Of 1.1 Kv Grade With Isi Mark Conforming To Is:1554(Part I) ,Is:7098(Part I) With Latest Amendments Of Following Size. 4 Core 4 Sq.Mm , Supply Of 3 1/2 Core Armoured Pvc/Xlpe Insulated, Pvc Sheathed Aluminium Conductor Cable Of 1.1 Kv Grade With Isi Mark Conforming To Is:1554(Part I) ,Is:7098(Part I) With Latest Amendments Of Following Size. 3 1/2 Core 35 Sq.Mm , Supply Of 3 Core Armoured Pvc/Xlpe Insulated, Pvc Sheathed Aluminium Conductor Cable Of 1.1 Kv Grade With Isi Mark Conforming To Is:1554(Part I) ,Is:7098(Part I) With Latest Amendments Of Following Size. 3 Core 16 Sq.Mm , Supply Of 4 Core Armoured Pvc/Xlpe Insulated, Pvc Sheathed Aluminium Conductor Cable Of 1.1 Kv Grade With Isi Mark Conforming To Is:1554(Part I) ,Is:7098(Part I) With Latest Amendments Of Following Size. 4 Core 16 Sq.Mm , Laying Of One Number Pvc Insulated And Pvc Sheathed/Xlpe Power Cable Of 1.1 Kv Grade Of Size Not Exceeding 25 Sq.Mm In The Existing Rcc/Hume/Stoneware Metal Pipe, Etc. Complete As Required , Laying Of One Number Pvc Insulated And Pvc Sheathed/Xlpe Power Cable Of 1.1 Kv Grade Of Size Not Exceeding 25 Sq.Mm Direct In Ground Including Excavation In The Form Of A Trench As Per Cable Trench Drawing Provided By The Engineer-Incharge,Sand Cushioning With Screened Sand Bed Of 20Mm Thick , Protective Covering With Bricks Placed Breadth-Wise On Top Of Cable All Over The Run( The Brick Protection Shall Cover The Cable And Project Atleast 5 Cms Over The Sides Of The Cable) And Backfilling The Excavated Earth Without Stones Or Hard Material And Making The Surface Proper With 15 Cm Crown On The Top Complete As Required. A) In Soily Strata , Laying Of One Number Pvc Insulated And Pvc Sheathed/Xlpe Power Cable Of 1.1 Kv Grade Of Size Exceeding 25 Sq.Mm But Not Exceeding 120 Sq.Mm Direct In Ground Including Excavation In The Form Of A Trench As Per Cable Trench Drawing Provided By The Engineer-Incharge,Sand Cushioning With Screened Sand Bed Of 20Mm Thick , Protective Covering With Bricks Placed Breadth-Wise On Top Of Cable All Over The Run( The Brick Protection Shall Cover The Cable And Project Atleast 5 Cms Over The Sides Of The Cable) And Backfilling The Excavated Earth Without Stones Or Hard Material And Making The Surface Proper With 15 Cm Crown On The Top Complete As Required. (A) In Soily Strata , Laying Of One Number Additional Pvc Insulated And Pvc Sheathed/Xlpe Power Cable Of 1.1 Kv Grade Of Size Not Exceeding 25 Sq.Mm Direct In Ground In The Same Trench In One Tier Horizontal Formation Including Excavation In The Form Of A Trench As Per Cable Trench Drawing Provided By The Engineer-Incharge,Sand Cushioning With Screened Sand Bed Of 20Mm Thick , Protective Covering With Bricks Placed Breadth-Wise On Top Of Cable All Over The Run( The Brick Protection Shall Cover The Cable And Project Atleast 5 Cms Over The Sides Of The Cable) And Backfilling The Excavated Earth Without Stones Or Hard Material And Making The Surface Proper With 15 Cm Crown On The Top Complete As Required. A) In Soily Strata , Laying Of One Number Pvc Insulated And Pvc Sheathed/Xlpe Power Cable Of 1.1 Kv Grade Of Size Not Exceeding 25 Sq.Mm On Surface, Etc. Complete As Required , Construction Of Manhole Rectangular In Shape Including Cement Concrete 1:3:6 (1 Cement:3 Coarse Sand:6 Graded Stone Aggregate 20Mm Nominal Size) Foundation Thickness Of Concrete 20Cms And Offset 10Cms On Both Sides And First Class Brick Work With Bricks Class Designation 100Kg/Sq.Cm (Wire Cut Bricks) Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) 23Cms Thick Including Providing & Fixing Ci Footrests Confirming To Is 5445/69 Or Revised And Whose Weight Shall Not Be Less Than 5.30Kgs Including Fixing In Man-Hole At 30Cm C / C In 20X 20X10Cm Cement Concrete Block 1:3:6 (1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20Mm Nominal Size) And 12Mm Thick Plaster Inside And Outside With Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) Including Adding Waterproofing Compound Of Approved Brand In Cement Mortar With A Floating Coat Of Neat Cement And Making Channel In Cement Concrete 1:2:4 (1 Cement :2 Coarse Sand : 4 Graded Stone Aggregate 20M Nominal Size) Neatly Finished Complete As Per Standard Design. Iii) Inside Size 0.60X0.60M And 0.60M Deep (With Medium Duty Di Manhole Cover & Frame Of Size 0.60X 0.60M Weighing 90Kgs ) Including Fixing With Cement Concrete 1:2:4 ( 1 Cement :2 Coarse Sand : 4 Graded Stone Aggregate 20Mm Nominal Size And Applying The Frame & Cover With Coal Tar.(Refer Quantity In Drawings) , Providing At Store Or Site Work Non-Pressure Reinforced Cement Concrete Pipes Of With Collar Joints Conforming To Is:458-2003 Revised As Per Amendment No.11 , Including Freight, Carting, Loading, Unloading, Stacking Etc. Complete. C) 150 Mm Dia.Np2 Class , Supplying And Making Cable End Terminations With Brass Compression Gland And Copper Lugs For Folowing Sizes Of 3 Core Pvc Insulated Pvc Sheathed/Xlpe Aluminium Conductor Cable Of 1.1 Kv Grade, Complete As Required. 3 X 1.5/2.5 Sq. Mm. , Supplying And Making Cable End Terminations With Brass Compression Gland And Copper Lugs For Folowing Sizes Of 3 Core Pvc Insulated Pvc Sheathed/Xlpe Aluminium Conductor Cable Of 1.1 Kv Grade, Complete As Required. 3 X 4 Sq. Mm. , Supplying And Making Cable End Terminations With Brass Compression Gland And Copper Lugs For Folowing Sizes Of 4 Core Pvc Insulated Pvc Sheathed/Xlpe Aluminium Conductor Cable Of 1.1 Kv Grade, Complete As Required. 4 X 4 Sq. Mm. , Supplying And Making Cable End Terminations With Brass Compression Gland And Aluminium Lugs For Folowing Sizes Of 3 1/2 Core Pvc Insulated Pvc Sheathed/Xlpe Aluminium Conductor Cable Of 1.1 Kv Grade, Complete As Required. 3 1/2 X 35 Sq. Mm. , Supplying And Making Cable End Terminations With Brass Compression Gland And Aluminium Lugs For Folowing Sizes Of 3 Core Pvc Insulated Pvc Sheathed/Xlpe Aluminium Conductor Cable Of 1.1 Kv Grade, Complete As Required. 3 X 16 Sq. Mm. , Supplying And Making Cable End Terminations With Brass Compression Gland And Aluminium Lugs For Folowing Sizes Of 4 Core Pvc Insulated Pvc Sheathed/Xlpe Aluminium Conductor Cable Of 1.1 Kv Grade, Complete As Required. 4 X 16 Sq. Mm. , Supply Installation, Testing And Commissioning Of Following All Outdoor Feeder Pillar-1/Panels Comprising Below Points. 1)-Panels Shall Be Fabricated Out Of 16/14 Swg Crca Sheet Steel, With Necessory Structural Supports In Form Of Structural Steel Sections. 2)-Floor Mounted (Include Stand), Ip-55 Degree Protection, Bottom Or Top Bus Duct Or Cable Entry As Per The Case & Bottom Cable Exit Steel, 2Mm Frame, 1.6 Mm Compartments & Tank Process Treated & 2- Times Epoxy Painted. 3)-Proper Gland Size Holes To Be Provided By The Manufacturer With Proper Sticker And Danger Sign On All Sides Of Panel. 4)-Current Density- 1.2 Ampere/1 Sq.Mm (Is-8623 For Factory Built Assembly). 5)- Earthing Terminal At Both End. 6)-Paint-- Exterior Enclosure Tank Process Treated & 1 Coat Of Epoxy Painted And 2 Coat Of Siemens Grey As Per Shade Ral7032 With Pu Paint For Exterior And Black For Base Frame , Everywhere Maintaining Micron Upto 75. 7)All Starters Are According To Type-Ii Cordination .8)Any Other Related Details As Per Engineer Incharge. Refer Single Line Diagram. Note : Excluding Stabiliser & Energy Meter Cost.Main Incomer - 25 To 100 A Tpn Mccb,Thermal Magnetic ,25Ka -2 Nos.4 Pole Power Contactor 16A To 25 A ,415V -2 Nos.Programmable Digital Almanac Astro Timer Switch With 10 Hrs Battery Backup -2 Nos. Outgoing - 6 A To 32 A, C Series Sp Mcb , 10 Ka-15 Nos. 6 A To 32 A, C Series Tp Mcb , 10 Ka -6 Nos.And Miscellaneous Items, Wire,Selector Switch , Cable Terminal Blocks Etc. Space Provision Only For 3 Phase Meter(300 X 400 ,Lxh) And 3 Phase Stabiliser . , Supply, Installation, Testing And Commissioning Of Electronic Type Three Phase Energy Meter (Kwh), 4 Wire, Isi Marked, In Polycarbonate Or Sgheet Steel Body ( Base Mounting Type) With Counter Display/Lcd Display, With Elt, In Class 1.0, 50 Hz, 240 V. Ac Duly Tested By Mrt Along With Test Certificates, Complete As Required Of Following Capacity Of Make L & T Only. (B) 10 To 40 A , Supply, Installation, Testing And Commissioning Of 3 Kva 1 Nos. Voltage Stabilizer ,Input Voltage Range (V ) =90-300 V ,Output Voltage (V ) =240 V ,Output Voltage Regulation = 1% Of Nominal Output Voltage,Automatics High & Low Voltage Cut Off Input And Out Put Voltage Circuit Protections, Single Phasing Preventer/Phase Reversal Protection,Over Load & Short Circuit Protection(Use Mcb),Independent Phase Control,Lcd /Led Display For Regulations Mode ,Bypass Mode & Fault Conditions,Automatic Bypass: A Fault Conditions,Protection Class : Ip 20 ,Ambient Temperature : 0 To 45 Degree Celsius ,Wave Form Distortion: Pure Sine Wave. , Supplying And Fixing 6 A To 32 A, C Series Mcb Suitable For Lighting And Other Loads Of Following Poles In The Existing Mcb Db Complete With Connections Testing And Commissioning Etc As Required. A) Sp, Cat A , Supplying And Fixing Following Way Tpn Sheet Steel, Double Door, Horizontal Type Mcb Distribution Board 415 V On Surface/ Recess Complete With Tinned Copper Busbar Neutral Busbar Earth Bar Dinnbar Detachable Gland Plate Interconnections Phosphotized And Powder Painted Including Earthing Etc. As Required ( But Without Mcb/Rccb/Isolator) (C) 6 Way (8+18), Double Door, Horizontal Type Cat A , Supplying And Fixing 6 A To 32 A, C Series Mcb Suitable For Lighting And Other Loads Of Following Poles In The Existing Mcb Db Complete With Connections Testing And Commissioning Etc As Required. (E) Tpn, Cat A , Supplying And Fixing Following Rating Four Pole (Triple Pole And Neutral) 415 V Rccb Having A Sensitivity Current Upto 300Ma In The Existing Mcb Db Complete With Connections Testing And Commissioning Etc As Required.(A) 25 A, Cat A , Supplying And Fixing Sp Blanking Plate In The Existing Mcb Db Complete As Required. , Supply , Installation , Testing And Commissioning Of Cable Junction Boxes Ip 66/67 Weather Proof(Size -155 X 210 X 92 (Lxbxh)Mm + Cable Termination Upto 16 Sqmm Size.), For Outdoor Installation(With Knockouts For Cable Entry) With All Accessories. Make: Hensel ,Neptune As Required As Directed By The Engineer In-Charge , Earthing With Gi Earth Pipe 2 Mts Long 40 Mm Dia Medium Class With Isi Mark, Of Approved Brands Including Accessories And Providing Masonry Enclosure With Ci/Rcc Cover Having Locking /Lifting Arrangement And Watering Pipe Etc. (But Without Charcoal Or Coke And Salt) As Required As Per The Earthing Drawing Provided By The Engineer-Incharge.The Scope Of Work Includes The Following: A) Excavation Of Pit Of Size Not Less Than 1.0X1.0X 2.0 Mtrs(Min) And Disposal Of Excavated Soil. B) Class B Gi Pipe, 40Mm Diameter As Per Specifications. C) Charcoal/Salt As Per Specs ( Paid Seperately). D) Refilling The Pit Of Size Not Less Than 1.0X1.0X 2.0 Mtrs(Min) With Soft Black Soil Of Minimum Resistivity I/C Transportation. E)Masonary Chamber With Proper Foundation, Cover Plate And Locking Arrangement. F) Testing Of Earth Value With Earth Megger And Certifications Of Its Value. Aluminium Tag With Embossed Earthing Value To Be Attached To The Pipe . G)Watering Arrangement(Plumbing Will Be Paid Seperately). (B) In Rocky Strata , Earthing With Gi Earth Plate 600 Mm X 600 Mm X 6 Mm Thick Including Accessories And Providing Masonry Enclosure With Ci/Rcc Cover Having Locking/Lifting Arrangement And Watering Pipe Etc. (But Without Charcoal Or Coke And Salt) As Required As Per The Earthing Drawing Provided By The Engineer-Incharge.The Scope Of Work Includes The Following: A) Excavation Of Pit Of Size 1.0X1.0X 3.0 Mtrs(Min) And Disposal Of Excavated Soil. C)Watering Gi Pipe, 20Mm, Class B, With Funnel As Per Specs. D) Charcoal/Salt As Per Specs ( Paid Seperately). E) Refilling The Pit Of Size 1.0X1.0X 3.0 Mtrs(Min) With Soft Black Agriculture Soil Of Minimum Resistivity I/C Transportation. E)Masonary Chamber With Proper Foundation, Cover Plate And Locking Arrangement. F) Testing Of Earth Value With Earth Megger And Certifications Of Its Value. Aluminium Tag With Embossed Earthing Value To Be Attached To The Pipe.G)Watering Arrangement(Plumbing Will Be Paid Seperately). B)In Rocky Strata , Extra For Using Salt And Charcoal For Pipe Earth Electrode As Required( 65 Kgs Of Charcoal And 5 Kgs Of Salt). , Extra For Using Salt And Charcoal For Gi Or Copper Plate Earth Electrode As Required( 96 Kgs Of Charcoal And 5 Kgs Of Salt) , Supplying And Laying 25 Mm X 6 Mm Gi Strip At 0.5 M Below Ground As Strip Earth Electrode Including Soldering Etc. As Required , Providing And Fixing 25 Mm X 5 Mm Gi Strip On Surface Or In Recess For Coneections Etc. As Required , Supplying And Laying 6 Swg Gi Wire At 0.5 M Below Ground Level For Conductor Earth Electrode Including Soldering Etc. As Required , 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 Recessed Pvc Conduit(Heavy) With Modular Switch, Modular Plates, Suitable Size Modular Gi Box Of Specified Category And Earthing The Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable Etc. As Required. A) Group B -- With Cat A Modular Accessories , Wiring For Group Controlled Light Point/ Fan Point/ Exhaust Fan Point/ Call Bell Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable (With)In Recessed Pvc Conduit(Heavy) And Earthing The Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable Etc. As Required. , Wiring For Circuit/ Submain Wiring Alongwith Earth Wire With The Following Sizes Of Frls Pvc Insulated Copper Conductor Single Core Cable In The (With) Independent Recessed Pvc Conduit(Heavy) Of Appropriate Size As Required. B) 2 X 2.5 Sq.Mm + 1 X 2.5 Sq.Mm Earthwire (20Mm Conduit) , Wiring For Circuit/ Submain Wiring Alongwith Earth Wire With The Following Sizes Of Frls Pvc Insulated Copper Conductor Single Core Cable In The (With) Independent Recessed Pvc Conduit(Heavy) Of Appropriate Size As Required. (C) 2 X 4 Sq.Mm + 1 X 4 Sq.Mm Earthwire (20Mm Conduit) , Supplying And Fixing Of Following Sizes Of Rigid Pvc Conduit Alongwith Accessories In Surface(Medium)/Recess(Heavy) Including Cutting The Wall And Making Good The Same In Case Of Recessed Conduit As Required. B) 25 Mm , Supplying And Fixing Of Following Sizes Of Rigid Pvc Conduit Alongwith Accessories In Surface(Medium)/Recess(Heavy) Including Cutting The Wall And Making Good The Same In Case Of Recessed Conduit As Required. (C) 32 Mm(Ground To Db) , Supplying And Fixing Following Modular Switch/ Socket On The Existing Modular Plate And Switch Box Including Connections But Excluding Modular Plate Etc. As Required (A) 5/6 A Switch Cat A , Supplying And Fixing Following Modular Switch/ Socket On The Existing Modular Plate And Switch Box Including Connections But Excluding Modular Plate Etc. As Required (D) 3 Pin 5/6 A Socket Outlet Cat A , Supplying And Fixing Following Modular Switch/ Socket On The Existing Modular Plate And Switch Box Including Connections But Excluding Modular Plate Etc. As Required B) 15/16 A Switch Cat A , Supplying And Fixing Following Modular Switch/ Socket On The Existing Modular Plate And Switch Box Including Connections But Excluding Modular Plate Etc. As Required D) 6 Pin 15/16 A Socket Outlet Cat A , Supplying And Fixing Modular Blanking Plate On The Existing Modular Plate Switch Box Excluding Modular Plate Etc. As Required A) Cat A , Supplying And Fixing Following Size Modular Gi Box Alongwith Modular Base And Cover Plate For Modulator Switches In Recess Etc. As Required (A) 1 Or 2 Module ( 75 Mm X 75 Mm) Cat A , Supplying And Fixing Following Size Modular Gi Box Alongwith Modular Base And Cover Plate For Modulator Switches In Recess Etc. As Required B) 4 Module ( 125 Mm X 7 Mm) Cat A , Supplying And Fixing Following Size Modular Gi Box Alongwith Modular Base And Cover Plate For Modulator Switches In Recess Etc. As Required (C) 6 Module (200Mm X 75 Mm) Cat A , Supplying & Erecting Of Led 9 To 10W Tube Light Fitting (2 Feet) With Pc Housing, Heat Sink, Integrated Hf Electronic Driver Complete. Make: Philips, Reytek, Leska, Crompton, Wipro, Havells As Required As Directed By The Engineer In-Charge , Supplying & Erecting Of Led 20W Tube Light Fitting (4 Feet) With Aluminium Housing, Heat Sink, Integrated Hf Electronic Driver Complete.(Includes Suspension Accessories). Make: Philips, Reytek, Leska, Crompton, Wipro, Havells As Required As Directed By The Engineer In-Charge , Supplying And Erecting Outdoor Square / Circular Max. 20 W Pendent Light With Having Pressure Die-Cast Aluminium Housing, Polystyrene Diffuser Having System Lumens Output Of Min. 2000 Lumens, Min. Efficacy Of 100 Lumen/W, Cri80, Cct Upto 6500K, Beam Angle Of 120 Deg., Max. Ripple Of 5%, Thd10%, P.F. 0.95, Operating Range Of 120-270V, Surge Protection Of 2.5 Kv, Life Class Of 50,000 Hrs At L70B50 Including Driver, Having Mounting Arrangement With Board For Surface Type Or Suspended Accessories Complete. , Supply And Erecting Of 12 Inch (300 Mm Sweep) Exhaust Fan With Double Ball Bearings, 1400 Rpm, Complete With All Accessories. (A) Cat A , Supply And Erecting Of 48 Inch ( 1200Mm Sweep) Ceiling Fan, Double Ball Bearing Type, , Complete With All Accessories. (B) Cat B , Supply And Erecting Fan Hook Box ( 100 Mm Diameter Or Equivalent Square Size, 75Mm Deep) Fabricated Out Of 16 Swg Sheet Steel With 10 M Round Bar Hook Bounded To Reinforced Cement Concrete Steel Upto 50 Mm Length Protruding On Each Side Of The Box, Including Painting With 2 Coats Of Red Oxide, Complete As Required. , Supplying And Fixing Stepped Type Electronic Fan Regulator On The Existing Modular Plate Switch Box Including Connections But Excluding Modular Plate Etc. As Required (A) Cat A , Gi Pipe Medium Class 25 Mm (Civil Gsr 1034 (F)(Iii))
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 1
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Power #10523064 Price Bid
Tender For Misc. Civil Maintenance & Repair Work In Admin Block,Mess & OfficerS Ac Hostal Building Block-Catelectricity Trainning Institute Sarojani Nagarlucknow - Laying and Jointing PVC Pipe. Heading 2 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: 3 Providing and laying in position cement concrete of 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)excluding the cost of centering and shuttering - All work up to plinth level, the work included cost of all labour,material T&P required for proper completion of work as Direction by Engineer Incharge. 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.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), the work included cost of all labour,material T&P required for proper completion of work as Direction by Engineer Incharge. 5 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), the work included cost of all labour,material T&P required for proper completion of work as Direction by Engineer Incharge. 6 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, the work included cost of all labour,material T&P required for proper completion of work as Direction by Engineer Incharge. 7 Steel reinforcement for R.C.C. work ready to use cut and bend rebars of approved make from factory/workshop to construction site including placing in position and binding all complete upto/above plinth level, the work included cost of all labour,material T&P required for proper completion of work as Direction by Engineer Incharge. 8 Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections,the work included cost of all labour,material T&P required for proper completion of work as Direction by Engineer Incharge. 9 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),the work included cost of all labour,material T&P required for proper completion of work as Direction by Engineer Incharge. 10 Brick work with Cement mortar 1:4 (1 cement : 4 coarse sand) &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,the work included cost of all labour,material T&P required for proper completion of work as Direction by Engineer Incharge. 11 Half brick masonry with Cement mortar 1:4 (1 cement :4 coarse sand) & common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up ton floor V level,the work included cost of all labour,material T&P required for proper completion of work as Direction by Engineer Incharge. 12 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,Raj Nagar Plain white marble/ Udaipur green marble/ Zebra black marble, the work included cost of all labour,material T&P required for proper completion of work as Direction by Engineer Incharge. 13 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. 14 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. 15 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,the work included cost of all labour,material T&P required for proper completion of work as Direction by Engineer Incharge. 16 Providing and fixing ISI marked, IS : 1341, M.S. heavy weight bright finished butt hinges with necessary screws etc. complete ,75x60x3.10 mm, the work included cost of all labour,material T&P required for proper completion of work as Direction by Engineer Incharge. 17 Providing and fixing ISI marked oxidised 200x10 mm M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete (Copper oxidised as per IS 1378),the work included cost of all labour,material T&P required for proper completion of work as Direction by Engineer Incharge. 18 Providing and fixing ISI marked 85x42 mm oxidised M.S. pull bolt lock conforming to IS : 7534 with necessary screws bolts, nut and washers etc. complete (Copper oxidised as per IS 1378), the work included cost of all labour,material T&P required for proper completion of work as Direction by Engineer Incharge. 19 Providing and fixing ISI marked oxidised 250x20x6 mm M.S. door latches conforming to IS:5930 with screws etc. complete (Copper oxidised as per IS 1378), the work included cost of all labour,material T&P required for proper completion of work as Direction by Engineer Incharge. 20 Providing and fixing ISI marked oxidised 100 mm M.S. handles conforming to IS:4992 with necessary screws etc. complete (Copper oxidised as per IS 1378), the work included cost of all labour,material T&P required for proper completion of work as Direction by Engineer Incharge. 21 Providing and fixing special quality bright finished brass 40mm cupboard or ward robe locks with four levers of approved quality including necessary screws etc. complete, the work included cost of all labour,material T&P required for proper completion of work as Direction by Engineer Incharge. 22 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,the work included cost of all labour,material T&P required for proper completion of work as Direction by Engineer Incharge. 23 Providing and fixing PTMT handles with necessary screws etc. complete.150x34x24 mm weighing not less than 26 gmsthe work included cost of all labour,material T&P required for proper completion of work as Direction by Engineer Incharge. 24 Providing and fixing powder coated telescopic drawer channels 300 mm long with necessary screws etc. the work included cost of all labour,material T&P required for proper completion of work as Direction by Engineer Incharge. 25 Providing and fixing factory made panel 30 mm thick pre laminatedPVC 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 75mm 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 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).,the work included cost of all labour,material T&P required for proper completion of work as Direction by Engineer Incharge. 27 Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete Galvanised M.S. Wire gauze with 0.63 mm dia wire and 1.4 mm aperture on both sides, the work included cost of all labour,material T&P required for proper completion of work as Direction by Engineer Incharge. 28 40 mm thick with 20 mm nominal size stone aggregate 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,the work included cost of all labour,material T&P required for proper completion of work as Direction by Engineer Incharge. 29 18 mm thick 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,the work included cost of all labour,material T&P required for proper completion of work as Direction by Engineer Incharge. 30 Extra for making chequers of approved pattern on cement concrete floors, steps, landing, pavements etc, the work included cost of all labour,material T&P required for proper completion of work as Direction by Engineer Incharge. 31 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 all colours, shades, except 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 pigments etc., complete.., complete,the work included cost of all labour,material T&P required for proper completion of work as Direction by Engineer Incharge. 32 Providing and laying vitrified floor tilesin 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 1:3 (1 cement : 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete, the work included cost of all labour,material T&P required for proper completion of work as Direction by Engineer Incharge.(600mmx600mm) 33 Providing and laying Vitrified tilesin 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), the work included cost of all labour,material T&P required for proper completion of work as Direction by Engineer Incharge. 34 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,the work included cost of all labour,material T&P required for proper completion of work as Direction by Engineer Incharge.(Size 600mm x 600mm) 35 Deduct for not grouting the joints with white cement and matching pigment in the items of fixing of vitrified tiles,included cost of all labour,material T&P required for proper completion of work as Direction by Engineer Incharge. 36 Providing corrugated G.S. sheet roofing (0.80 mm thick with zinc coating not less than 275 gm/m²)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, ,included cost of all labour,material T&P required for proper completion of work as Direction by Engineer Incharge. 37 Providing and fixing on wall face 110 mm diameter 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,the work included cost of all labour,material T&P required for proper completion of work as Direction by Engineer Incharge. 38 Providing and fixing on wall face 110mm unplasticised - PVC moulded Coupler for unplasticised Rigid PVC rain water pipes, included cost of all labour,material T&P required for proper completion of work as Direction by Engineer Incharge. 39 Providing and fixing on wall face 110mm unplasticised - PVC moulded Single tee with door for unplasticised Rigid PVC rain water pipes, included cost of all labour,material T&P required for proper completion of work as Direction by Engineer Incharge. 40 Providing and fixing on wall face 110mm unplasticised - PVC moulded Bend 87.5° for unplasticised Rigid PVC rain water pipes, included cost of all labour,material T&P required for proper completion of work as Direction by Engineer Incharge. 41 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 main’T’ 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 (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 G.I. 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 Tsections shall be pre-painted with polyster baked paint, for all heights, as per specifications, drawings and as directed by Engineer-in-Charge. 42 12 mm cement plaster of mix 1:4 (1 cement: 4 coarse sand)the work included cost of all labour,material T&P required for proper completion of work as Direction by Engineer Incharge. 43 12 mm cement plaster of mix 1:6 (1 cement: 6 coarse sand)the work included cost of all labour,material T&P required for proper completion of work as Direction by Engineer Incharge. 44 20 mm cement plaster of mix 1:4 (1 cement: 4 coarse sand) the work included cost of all labour,material T&P required for proper completion of work as Direction by Engineer Incharge. 45 12 mm Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement.the work included cost of all labour,material T&P required for proper completion of work as Direction by Engineer Incharge. 46 Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete, the work included cost of all labour,material T&P required for proper completion of work as Direction by Engineer Incharge. 47 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, the work included cost of all labour,material T&P required for proper completion of work as Direction by Engineer Incharge. 48 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,the work included cost of all labour,material T&P required for proper completion of work as Direction by Engineer Incharge. 49 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,the work included cost of all labour,material T&P required for proper completion of work as Direction by Engineer Incharge. 50 Finishing walls with ready mixed Premium acrylic emulsion paint (Company Depot Tinted) 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 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,the work included cost of all labour,material T&P required for proper completion of work as Direction by Engineer Incharge. 51 Washed stone grit plaster on exterior walls height upto 10 metre above ground level, in two layers, under layer 12 mm cement plaster 1:4 (1 cement : 4 coarse sand ), furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 2 Kg of cement per square metre, top layer 15 mm cement plaster 1:1/ 2:2 (1 cement: 1/2 coarse sand : 2 stone chipping 10 mm 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), the work included cost of all labour,material T&P required for proper completion of work as Direction by Engineer Incharge. 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,the work included cost of all labour,material T&P required for proper completion of work as Direction by Engineer Incharge. 53 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 (One Coat),the work included cost of all labour,material T&P required for proper completion of work as Direction by Engineer Incharge. 54 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.,the work included cost of all labour,material T&P required for proper completion of work as Direction by Engineer Incharge. 55 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),the work included cost of all labour,material T&P required for proper completion of work as Direction by Engineer Incharge. 56 Painting with aluminium paint of approved brand and manufacture to give an even shade (One or more coats on old work),the work included cost of all labour,material T&P required for proper completion of work as Direction by Engineer Incharge. 57 Polishing on Old wood work with ready made wax polish of approved brand and manufacture the work included cost of all labour,material T&P required for proper completion of work as Direction by Engineer Incharge. 58 Finishing walls with Acrylic Smooth exterior paint of required shade Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface the work included cost of all labour,material T&P required for proper completion of work as Direction by Engineer Incharge. 59 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 coarse sand) 60 Renewing glass panes, with putty and nails wherever necessary including racking out the old putty:Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm) the work included cost of all labour,material T&P required for proper completion of work as Direction by Engineer Incharge. 61 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) 62 Disconnecting damaged overhead/terrace PVC water storage tank of any size from water supply line and removing from the terrace including shifting at ground level as per direction of Engineer-in-charge. 63 Providing & fixing White vitreous china water closet squatting pan (Indian type) (Orissa pattern W.C Pan of size 580x440 mm) along with S or P trap including dismantling of old WC seat and S or P trap at site complete with all operations including all necessary materials, labour and disposal of dismantled material i/c malba, all complete as per the direction of Engineer-in charge. 64 Dismantling W.C. Pan of all sizes including disposal of dismantled materials i/c malbathe work included cost of all labour,material T&P required for proper completion of work as Direction by Engineer Incharge. 65 Demolishing cement concrete Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 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 Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer-in-charge. 68 Demolishing brick work In cement mortar 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. 69 Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead ,Of area 3 sq. metres and below, the work included cost of all labour,material T&P required for proper completion of work as Direction by Engineer Incharge. 70 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 included cost of all labour,material T&P required for proper completion of work as Direction by Engineer Incharge. 71 Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of (G.S. Sheet) 72 Dismantling 15 mm to 40 mm nominal bore 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 . 73 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. 74 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. 75 Providing and laying 60mm 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. 76 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. 77 Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-incharge. (Old CC paver blocks shall be supplied by the department free of cost). 78 Providing and laying matt finished vitrified tile of size 300x300 or approved by E/I 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 20mm 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. 79 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 the work included cost of all labour,material T&P required for proper completion of work as Direction by Engineer Incharge. 80 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 600x450x 250 mmincluded cost of all labour,material T&P required for proper completion of work as Direction by Engineer Incharge. 81 Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make the work included cost of all labour,material T&P required for proper completion of work as Direction by Engineer Incharge. 82 Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make (a) 15 mm nominal dia included cost of all labour,material T&P required for proper completion of work as Direction by Engineer Incharge. 83 Providing and fixing 32 mm flexible P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete, the work included cost of all labour,material T&P required for proper completion of work as Direction by Engineer Incharge. 84 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. 85 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. 86 Providing and fixing 15 mm 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) . 87 Providing and fixing 25 mm 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) . 88 Providing and fixing 15 mmChlorinated 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).. 89 Providing and fixing 25 mmChlorinated 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).. 90 Providing and fixing 65 mm G.I. pipes complete with G.I. fittings including trenching and refilling etcthe work included cost of all labour,material T&P required for proper completion of work as Direction by Engineer Incharge. 91 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,the work included cost of all labour,material T&P required for proper completion of work as Direction by Engineer Incharge. (25 mm to 40 mm Nominal Bore) 92 Providing and fixing 65mm gun metal gate valve with C.I. wheel of approved quality (screwed end) , the work included cost of all labour,material T&P required for proper completion of work as Direction by Engineer Incharge. 93 Providing and fixing 25mm ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 94 Providing and fixing 15 mm nominal bore uplasticised PVC connection pipe (45 cm length) with brass unions, the work included cost of all labour,material T&P required for proper completion of work as Direction by Engineer Incharge. 95 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,the work included cost of all labour,material T&P required for proper completion of work as Direction by Engineer Incharge. 96 Providing and fixing 15 mm nominal bore C.P. brass bib cock of approved quality conforming to IS:8931, the work included cost of all labour,material T&P required for proper completion of work as Direction by Engineer Incharge. 97 Providing and fixing 15 mm nominal bore C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms 98 Providing and fixing 15 mm C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931 ,the work included cost of all labour,material T&P required for proper completion of work as Direction by Engineer Incharge. 99 Providing and fixing 15 mm C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931, the work included cost of all labour,material T&P required for proper completion of work as Direction by Engineer Incharge 100 Providing and fixing aluminium work for For fixed portion of 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)Powder coated aluminium (minimum thickness of powder coating 50 micron)) 101 Providing and fixing aluminium work for For Shutter of 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)Powder coated aluminium (minimum thickness of powder coating 50 micron)) 102 Providing and fixing glazing With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the work included cost of all labour,material T&P required for proper completion of work as Direction by Engineer Incharge.. (Cost of aluminium snap beading shall be paid in basic item). 103 Providing and fixing double action hydraulic floor spring With stainless steel cover plate minimum 1.25 mm thickness 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. 104 Filling the gap in between aluminium frame (Upto 5mm depth and 5 mm width) & 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. 105 Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with waterproofing 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,the work included cost of all labour,material T&P required for proper completion of work as Direction by Engineer Incharge. 106 Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compoundconsisting 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 @ 0.670kg/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 entiretreatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around,the work included cost of all labour,material T&P required for proper completion of work as Direction by Engineer Incharge. 107 Providing, mixing and applying bonding coat of Epoxy bonding adhesive having coverage 2.20 sqm/kg of approved make on chipped portion of RCC as per specifications and direction of Engineer-In-charge complete in all respect. 108 Providing and fixing in place a full height storage cabinet 450 mm deep made with 19 mm thick ISI marked ply borad, all interior surfaces to finished with pasting of 0.8 mm thick mica and all exterior surfaces to be finshed with pasting of 1 mm thick mica of texture and colour as approved by Engineer in Charge including all labour, T&P, other items like (but not limited to) fevicol, nails screws, higes, sliders,door handles, multipurpose lock of godrej or equivalent rate etc. required for proper completion of works, to be measured interms of front area only. 109 2.5 cm thick 1:1.5:3 plain cement concrete floor with cement, approved coarse sand & 2cm graded approved stone ballast laid in panels finished with 3mm floating coat of neat cement or cement and marble dust in ratio of 5:1 as specified and removing any overlapping mortar at the joints of the panels if any and giving them a uniform finish including supply of all materials, labour and T&P etc, required for proper completion of the work. (without base CC). 110 Cleaning of septic tank including disposal of waste out side the UPPCL area as per direction of the Engineer-in-charge including cost of all labour,T&P etc.required for proper completion of the work. 111 Providing and fixing sun-film of Gareware or equivalent make on glass panes of door and window shutters including cost of all materials,labour and T&P etc. required for proper completion of the work. 112 Attending to petty maintenance service like plumbing service,welder service, mansion service and carpenter service required as below. (Job attending by one no. Plumber/welder/mason /carpenter with one no. helper per hour or part of an hour.) 113 S/F of Waste Coupling Jaquar or Equivalent Model No-ALD-705L130 or as approved By engineer incharge,the work included cost of labour, material T&P etc for proper completion of work. 114 Supply and fixing of Health Faucet Jaquar or Equivalent Model ALD-573 or as approved By engineer incharge,the work included cost of labour, material T&P etc for proper completion of work. 115 Supply and fixing wall hung WS with normal closed seat cover Jaquar or Equivalent Model CNS-WHT-959JSPP as approved By engineer incharge,the work included cost of labour, material T&P etc for proper completion of work. 116 S/F ofBib Cock jaquar or Equivalent Model No-CON-047KN or as approved By engineer incharge,the work included cost of labour, material T&P etc for proper completion of work. 117 S/F of jaguar make flushing plate jaquar or Equivalent ModelNo-CHR 152415 or as approved By engineer incharge,the work included cost of labour, material T&P etc for proper completion of work. 118 Providing and fixing soap dish chromium plated with brackets fixed to wooden cleats with brass screws including supply of all materials,labour and T&P etc.required for proper completion of the work. 119 Providing and laying 110 MM SWR, PVC ( Finolex or equivalent ) pipe including cost of excavation, C.C etc including its jointing and connection, all materials, labour and T&P etc. required for proper completion of the work. 120 Providing and laying 110 MM SWR, PVC ( Finolex or equivalent ) pipe BENDincluding cost of excavation, C.C etc including its jointing and connection, all materials, labour and T&P etc. required for proper completion of the work. 121 Providing and laying 110 MM SWR, PVC ( Finolex or equivalent ) pipe SOCKETincluding cost of excavation, C.C etc including its jointing and connection, all materials, labour and T&P etc. required for proper completion of the work. 122 Providing and laying 110 MM SWR, PVC ( Finolex or equivalent ) pipe Plain TEEincluding cost of excavation, C.C etc including its jointing and connection, all materials, labour and T&P etc. required for proper completion of the work. 123 Supply and Fixing of 5 blade Exhaust fan ventile air dx 225 mm of Havells or equivalent make including all material, T&P etc required for proper completion of work as approved by engineer in charge. 124 Supply and fixing of 36 Watt to 46 Watt indoor Recess mounting LED Square Fitting for Armstrong Ceiling having Powder coated die cast aluminium housing body with extended heat sink and diffuser of Special Polycarbonate meterial and driver set complete in all respect. 125 Applying BIRLA PUTTY or equivalent putty on previousaly bila putty smoothen surface over one cost of water base cement primer of ICI or equivalent brand for smoothining and leveling of the surface as per requirement and direction of E/I including cost of all material , labour and T&P required for proper completion of work. 126 Supply of labor (Mazdoor) for sifting furniture, T&P & Otherrequired for proper completion of the work. 127 Supply and fixing 100 mm PVC Nahani Trap India make of heavy approved quality complete with CI grating,includingsupply of all materials,labour and T&P etc. required for proper completion of the work. 128 Providing and fixing 100 mm dia PVC P or S trap including cement concrete and all materials, labour cartage T&P etc.required for proper completion of the work.(For W.C.). 129 Repairng ofold cushioned Single seater Sofa removing of old damage upholstery as required then wooden frame repairing and re-polishing, upholstery of new 75 mm thick sleepwell foam 32 denstry on seat and back side of Sofa using 50 mm thick sleepwell foam 32 denstry, . The work include cost of all labour,material T&P required for proper completion of work as approved by the Engineer -in-Charge. 130 Repairng ofold cushionedThreeseater Sofa removing of old damage upholstery as required then wooden frame repairing and re-polishing, upholstery of new 75 mm thick sleepwell foam 32 denstry on seat and back side of Sofa using 50 mm thick sleepwell foam 32 denstry, The work include cost of all labour,material T&P required for proper completion of work as approved by the Engineer -in-Charge. 131 Providing and fixing superior,approved quality cotton curtain height approximately 2.65mtr upper side margin 0.05mtr, lower side margin 0.02 mtr, upper side margin fitted proper tape for hanging curtain with the help of hooks and rings Lucknow as per direction of Engineer in charge. The work includes cost ofall labour, material and T&P etc. 132 Repairing of old cushioned officer chair at, removing of old damage upholstery as Requied then wooden frame repairing and re-polishing, upholstery of new 75 mm thick sleepwell foam 32 denstry on seat and back side of chair using 50 mm thick sleepwell foam 32 denstry, The work includes cost ofall labour, material and T&P etc. 133 Providing & Fixing of Roller Blinds kazage make or equivalent of approved shade as per drawing & specificationas approved by the Engineer -in-Charge. 134 Providing and fixing4.0 mm thicknes ACP 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). 135 Providing ,making & Fixing of 6mm PVC Wall Panneling on wall surface includingsupply of all materials,labour and T&P etc. required for proper completion of the work. 136 Supply and Fixing of 8 mm Table top Glasswith edge polish,the work included cost of labour, material T&P etc for proper completion of work. 137 Providing& making& fixing of Wall Panneling as per drawing from claded with 12mm water proof & Fire Retardent ply & final surface to be finised with 6 mm thickMDF & 1mm Laminate complete with painted or polishedas per the approved desin all complete as per drawing, specification and direction as approved by E/I. 138 Supply and Fixing of Basin Trap with regular swinging spout(wall mounted Spout)jaquar or Equivalent Model FLR-CHR -5347 or as approved By engineer incharge,the work included cost of labour, material T&P etc for proper completion of work. 139 Existing old damage Tile and Fixing Newfalse ceiling with 12mm thick Arm strong Fire resistant gyp board false ceiling system of approved type fixed to a Withrequired hanger Including supply of all materials, labour and T & P etc required for proper completion of work. 140 Dismentling of existing Wall tilesand then Replacing of 1 Nos of automatic urinal sensor with 1 nos of Self closing Concealed Urinal pushcock Model-PRS-CHR-073 orBrand & model approved by E/I and fixingnew wall tilesin 1 urinal pot of approved brand as directed by E/I.The work include cost of all labour,material T&P required for proper completion of work. 141 Supply and fixing of Concelled cistern with wall mounting frame & instalation kitModel No CIB-31801011XW-2400WS with control plate lemon design Model No-CIS-CHR-31204190 of Jaquar make or equivalent as approved by E/I. The work includes cost of all labour, material T&P for proper completion of work. 142 Supply and fixing of Jet Sprayjaquar or Equivalen Model No- ALD-CHR-547 or as approved By engineer incharge,the work included cost of labour, material T&P etc required for proper completion of work. 143 Supply and fixing of Two way Bib cock with wall flange Jaquar or Equivant make Model No-OPP-15041PMas approved by E/I,the work included cost of all labour, material T&P required for proper completion of work. 144 Supply and fixing ofRack bolt For WC Model No-ZPS-SNS-RB01 of Jaquar make or equivalentas approved by E/I. The work includedcost of all labour, material T&P Required for proper completion of work. 145 Supply and fixing of Wax Seal Model No-ZPS-WHT-1401 of Jaquar make or equivalent as approved by E/I. The work included cost of all labour, material T&P Required for proper completion of work. 146 Supply and fixing of Cistren Base Plate Model No- ZMP - CHR-003 or approved a of Jaquar make or equivalent as approved by E/I. The work included cost of all labour, material T&P Required for proper completion of work. 147 Supply and fixing of Cistren ball Cock Model No- ZMP - CHR-002 of Jaquar make or equivalent as approved by E/I. The work included cost of all labour, material T&P Required for proper completion of work. 148 Supply and fixing of Cistren Syphon Model No- ZMP - CHR-001 of Jaquar make or equivalent as approved by E/I. The work includes cost of all labour, material T&P Required for proper completion of work. 149 Supply and fixing of Conector Pipe Model No- ZPS-WHT-CP01 of Jaquar make or equivalent as approved by E/I. The work included cost of all labour, material T&P Requiredfor proper completion of work. 150 Supply and fixing of Brass Inlet Fixing Model No- ZPS-BRC-5007of Jaquar make or equivalent as approved by E/I. The work includes cost of all labour, material T&P Required for proper completion of work. 151 Supply and fixing of Rubber Gasket Inlet Model No- ZPS-BLK-1403 of Jaquar make or equivalent as approved by E/I. The work includes cost of all labour, material T&P Required for proper completion of work. 152 Painting two coat ofSmart care Damp Proof Xtreme White Waterproof Coating Asian or equivalent make on roof/wall surface including removal of loose particles etc,surface should be free from dust, grease or any other foreign material including repair of suface if requird. First coat shall be applied after 30% diluted with water, second coat shall be applied undiluted only after drying of first coatincludingthe supply of all material labour , T&P etc required for proper completion of work as approved by E/I. 153 Supply and fixing of Metropole Flush Valve Regular 32mm Size (Concealed Body) with Exposed Shut Off Provision & 100mm Square Plate Model No- FLV-1095NSQZPS-BLK-1403 of Jaquar make or equivalent as approved by E/I. The work included cost of all labour, material T&P etc for proper completion of work . 154 Dismanteling, Alignment& Refiixing of existing Aluminium Door including replacement of handle, lock,hinges , tower bolts, EPDM rubber beading, Glass/ACP as requied including cost of silicon sealent,screw,fastner etc (Excluding door closure )and T&P for proper completion of work as approved by E/I. 155 Dismanteling, Alignment& Refiixing of existing aluminium sliding windowincluding replacement of handle, lock,Hinges ,tower bolts, EPDM Rubber beading,Sliding Roller, Glass as requied including cost of silicon sealent,screw,fastner etc and T&P for proper completion of work as approved by E/I. 156 Supplying & fixing suitable size GI box wih 1 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 МСВ, С curve including connections, painting etc. as required. 157 Supply and Fixing of 5 Blade Exhaust fan Ventiles aur dx 225mm of Havells or equivalent make including all material , T&P etc required for completion of work as approved by engineer in charge 158 Chemical Electrode Earthing of size 50mm dia X 3000mm ground with suitable compund. One forAdmin Building. 159 Supply and fixing of LED Tube Light batten fitting suitable for up to 1 X 22 watt LED tube light on surface complete in all respect. 160 Supply and Fixing of 12 to 30 watt LED post top indirect light luminaire having pressure die cast aluminium body and clear glass with driver set comfiring to IP66 and above protection. 161 Supply & fixing steel tabular pole 5 meter lomg designated410 SP-1 in 1:3:6cement concrete foundation includingexcavation back Filling etc. 162 Supply and Fixing of 3 Blade Ceiling fan 1200mm of Håvells or equivalent make including all material,T&P etc required for completion of work as approved by engineer in charge. 163 Supply and Fixing of 3 Blade wall fan of Havells platina 300/400 mm or equivalent including all material t&P etc required for proper completion of work as approvred by engineer in charge for mess 164 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 mess 165 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 for mess 166 Supply and Fixing of 8 to 16 watt LED on surface Luminaire with driver set confiring to IP 65 protection. 167 SIC (Supply,Installation and Connection 630Amp bus bar panel with 630Amp MCCBs 168 Chemical Electrode Earthing of size 50mm dia X 3000mm ground with suitable compund. officers Hostel.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Uttar Pradesh View Result →
3.
Defence #10399341 Price Bid
Maintenance Of B/R Items Incl Chajja, Facia, Roof Projects, Balcony And Other Repair Under Age B/R-Iii Of Ge (A) Jaisalmer - M&L for MS props erecting for temporary supports to the structural members like beams, slabs etc. to relieve the load on the members during breaking of damaged concrete, removal guniting, excavation or any dismantling work as per the instruction of Engineer in-charge. These supports shall be provided either in the form of props or trestles fabricated using structural steel as per the site requirements.Note :- The temporary supports/ structure, steel PROPS etc, shall be used at site for arrangement of support system shall be take back by the Contractor after requsite period of strengthening of members / strructure or completion of repair work as directed by Engineer-in-charge. 2 M&L for Chipping of slab/columns/ beams/chajjas /parapet /roof projection/ balcony/ staircase and removing loose mortar with chisel hammer without much impact on concrete surface, clean the surface by sand blasting the surface using river sand with minimum of 6 kg pressure at the nozzle or air blow by electric pressure blower by mechanical compressor, cleaning the exposed reinforcement with wire brushes etc and disposal of debris for all lead and lifts complete all as specified and directed by Engineer-in-charge.Note :- Scaffolding/ temporary support structure required to support the members / structure during strengthening shall be measured and paid under Ser item No.1. 3 M&L for Cleaning & applying rust remover (Sika rustoff100)) in two coats over rusted reinforcement surface and providing anti corrosive coating with two component epoxy based zinc rich primer/Rust passivation Inhibitor coat at the rate of 6-8 sq. mtr/ltr not less than 50 microns dft with Sika friazinc R or equivalent to reinforcement surface as per manufacturer’s instructions including all scaffolding, machinery, tools tackles and clearing of debris complete all as specified and directed by Engineer-in-charge. 4 M&L Mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bendingspirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed by Engineer-in-charge.Note : Additional Reinforcement: Check the diameter of the existing rebars and if the diameter is less than 30% of the original diameter, provide additional reinforcement. Cut 12mm dia bars as main reinforcement to the required length with proper development length. Tie them to the prefixed shear connectors so that the additional rebar acts monolithically with the existing ones and core concrete. 5 M&L Mild steel TMT bars5mm dia and over upto and including 10mm dia in stirrups, spacers and binders , cut to length, bent to shape required, including cranking, bendingspirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed by Engineer-in-charge.Note : Additional Reinforcement:In the case of the shear reinforcement also, if the diameter of the rebars are reduced, provide 8mm dia stirrups in the form of 2 U shaped bars. Tie them properly so that it has a tight contact with the main bars. 6 M&L for Shear Connectors by drilling 12mm dia holes up to a depth of 75mm maximum and fixing 8mm dia L shaped anchor rods as shear connectors at every 300mm c/c on the surfaces of the columns/beams or any other structural member as the case may be. Clean the same using air or blower and make sure that there are no fine particles present in the hole and filled the holes with one or two component styrene free vinylester resin anchor or two components, styrene & cement free epoxy- acrylate fixing and anchoring compound. At this stage push the shear connector gently in to the hole and finish the excess resin which comes out of the hole and allow the shear connectors not to be disturbed for Minimum 20 minutes complete all as specified and directed by Engineer-in-charge.Note : Reinforcement shall be paid separately under item ser no 5 above. 7 S&F of new steel or rebars by drilling holes with 10 mm to 20mm dia and 100 to 200mm deep as per IS code of 10D formula and filling the holes after inserting of reinforcement dia 8 to 16mm for anchoring at ends/shear connector and filled the holes with one or two component styrene free vinylester resin anchor or two components, styrene & cement free epoxy- acrylate fixing and anchoring compound (having the technical parameters mentioned in material specifications) using standard sealant applicator gun after drilling holes of required diameter at required locations, for holding / fixing / placing in position the steel mesh reinforcement at desired level/ stretching complete all as specified and directed by Engineer-in-charge.Note :- Steel/reinforcement shall be measured and paid separately. 8 M&L for providing leak proof shuttering in any position cut to length and providing including runners supports as per manufacturer’s instructions and including all necessary scaffolding, machinery, tools tackles and men materials complete all as specified and directed by Engineer-in-charge. 9 M&L for providing Micro concrete with CICO MICROCRETE at the rate of 25kg per 0.0125 m3 with 20% properly graded 5mm to 10mm silt free aggregate as per manufacturer instructions and mixing concrete with mechanically electrically operated mixer machine etc complete all as specified and directed by Engineer-in-charge 10 M&L for rendering 15 mm thick readymade plaster on inner/outer walls with Ultra Tech READIPLAST by adding 17-19% of potable water by weight of material. For thickness above 15mm is recommended to be applied in multiple layers, Ready-mix plaster shall complies with IS-1661-1972, IS 2250-1965, IS 2402-1963 and confirms the compressive strength @ 28 Days-10-12 Mpa/ Bulk density 1500-1800 Kg/m3 complete all as specified & directed. Note : The quoted rate by the contractor shall include cleaning of surface, application as per instruction and scaffolding upto 20 mtr height. 11 M&L for applying two (any pattern as approved by GE) 100% Premium acrylic emulsion paint having VOC less than 50 gm/ Liter and UV resistance as per IS 15489 : 2004 Alkali and fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted0 with silicon additives @ 1.4 liter/ 10 Sqm over and including priming coat of exterior primer applied @ .9 liter/10 sqm over new surface complete all as specified and directed by Engineer-in-charge. 12 M&L for applying to the damaged concrete portion of slab/columns/beams/chajjas/parapet /roof projection/balcony/staircase with single component, fiber reinforced, dual shrinkage- compensated thixotropic, cementitious patch repair mortar Sika monotop 122F (having the technical parameters mentioned in material specifications) capable of applying up to 20-25mm thick in double layer initially by hand and finishing with troweled carefully compacting the same around the rebar and finishing to bring it in line with existing concrete surface with an average specified thickness complete all as specified & directed by Engineer-in-charge . 13 M&L for applying bond coat on the prepared old surface of concrete/ masonry to receive micro concrete with two coats of Sika-Latex Super SBR or equivalent make of brand & as per manufacturer specifications. Laying of reinstatement polymer mortar or micro concrete shall be completed within the overlay time of bonding coat. This bond coat act as bonding agent between old and new concrete complete all as specified & directed by Engineer-in-charge . 14 M&L for applying injection grouting through the nozzles, Drilling the holes of 12mm dia up to 100mm deep and fixing of nozzle of 10mm with using Bostik NO.3 hardener chemicals. Inject the polymer based cement grout Bostik NSPGC grout with cement to RCC wall/ceiling in adequate pressure and seal the nozzle complete as per manufacturer instruction complete all as specified & directed by Engineer-in-charge . 15 M&L for prepration of new surfaces and applying two coats of oil emulsion paint over a coat of primer complete all as specified and directed by Engineer-in-charge. 16 M&L for preparation of newly plastered surfaces and applying two coats of cement based paint over a coat of alkali resistant paint complete all as specified & directed by Engineer-in-charge. 17 M&L for preparation of newly plastered ceiling surfaces and applying three coat of white wash on plastered surface complete all as specified & directed by Engineer-in-charge. 18 M&L for preparation of newly plastered wall surfaces and applying three coat of white wash on plastered surface complete all as specified & directed by Engineer-in-charge. 19 Note :-(i)The structural rapair and strengthening and rehabilitation and roof treatment shall be applied by the company’s authorized applicator firm only.(ii) Contractor have to get prior approval of applicator or authorized agency by submitting its authorization letter to this office for approval prior to commencement of work. Department will conduct an official varification from manufacturer of its authorised agency. (iii) Submission of 10 year warranty certificate for structural repair and roof waterproofing treatment work over roof is mandatory after completion of work. (iv) The cost of Scaffolding work required at certain places is including in the respective items catered for repairs itself. No extra shall be paid for the same.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Statutory Bodies & Commissions/Committees No of Bidders 4
Rajasthan View Result →
4.
Housing Urban and Rular Development #10301263 Price Bid
Repairs And Renovation To The Police Station Building In Calangute Constituency.-Dismantling wood work ofsectional area40 sq.cm. and above wrought framed and fixed in frames, other frames and trusses including stacking of material within 50 mts. lead (span upto 10 mtrs.) 2 Dismantlingdoors, windows and clearestory windows (steel or wood) shutters including chowkhats architrave holdfast etc. complete and staking within 50 mt. Lead 3 Of area 3 sq.m. and below 4 Dismantling the tile workin floors and roofslaidin cement including stacking of materials within50 meters lead for thickness of tiles 10mm to 25mm. 5 Demolishing dry bricks, pitching in floors drains etc., including stacking of serviceable and disposal of unserviceablematerial within 50 mts. lead. 6 Demolishing R.C.C. work including stacking of steel bars & disposal of unserviceable within 50 mts. lead. 7 Demolishing laterite stone masonry in cement mortar including stacking of serviceablematerial & disposal of unserviceable material within 50 mts. lead. 8 Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 mts. lead. 9 Laterite masonry in neatlydressed stones for 23 cms thick masonry walls in c.m. 1 : 4 (1 cement: 4 coarse sand in foundation uptoplinth level 10 Providing woodwork in frames of doors, windows, clerestory windows trusses & other frames wrought framed and fixed in positon. 11 Second class Indian teak wood 12 Providing and fixing 38 mm thick panelled glazed or panelled and glazed shutters for doors, windows and clerestory window including black enamelled iron butt hinges with necessary screws: 13 Second class Indian teak wood 14 Providing flat iron hold fast 40 cm including fixing to frame with 10 mm dia bolts, nuts and wooden plugs and embeded in cement concrete block 30 x 10 x 15 cm 1:3:6 mix (1 cement: 3 coarse sand: 6 stone aggregate 20 mm nominal size. 15 40 x 3 mm flat iron hold fast, 15 cm long 16 Providing and fixing bright finished brass tower bolts (barrel type) with screws etc. Complete 17 150 x 10 mm 18 Providing and fixing bright finished brass handles with necessary screws etc complete 19 125 mm 20 Providing& fixing chromium plated brass tower bolts (barrel type) with necessary screws complete. 21 150 x 10 mm 22 Providing and fixing chromium plated brass handle with necessary screws etc. Complete 23 125 mm 24 Provided and fixing chromium plated brass 100-mm. rim latch and lock and a pair of knobs with necessary screws etc. complete (Indian make of approved quality). 25 Provided and fixing 150 mm chromium plated brass floor door stopper with rubber cushion screws etc. to suit shutters thickness complete. 26 Single Colour Foam Core FRP (Fiber Reinforced Polymer) Door Shutter Manufacture, Supply and Installation (including accessories as mentioned below) of EPEE or equivalent Goan make FRP (Fiber Reinforced Polymer) door shutter of specified thickness as per options below by usingtray system with seasoned hard wood, moisture less than 17%, wood styles for Top rail and lock rails. FRP (Fiber Reinforced Polymer) laminate made up of 450 grams per sq.mts (gsm) chop strand matt and unsaturated polyester resin with viscosity range of 400/450 centipoises per second (cps) . The core of shutter will be filled as specified (Expanded Polystyrene Foam / Polyurethane Foam (EPS/PU) Foam). The shutter to be of single colour & water proof as well as mild acid / alkali resistant manufactured using RV TIFAC (R V Engineering College, Bangalore & Technology Information Forecasting & Assessment Council) technology in line with IS 13034 1990 test Standard in an ISO 9001 – 2015 certified factory. Accessories: 27 S. S. Hinges 4” - 3 Nos 28 S. S. Latch - 1 No 29 Tower Bolt 5” - 2 Nos 30 Handle 5”- 2 Nos 31 Note: For 35 & 40mm thickness shutters, only frames of 5 x 2 ½ Cross section frames to be used. 32 Shutter Thickness 30mm 33 FRP (Fiber Reinforced Polymer) Frames Manufacture, Supply and Installation (with anchor fastener) of EPEE or equivalent Goan make FRP (Fiber Reinforced Polymer) Frame of cross section as per options below with right angle joint and FRP (Fiber Reinforced Polymer) laminate made from 450 grams per sq.mts (gsm) chop strand glass fiber (matt) and unsaturated polyester resin with viscosity range of 400/450 centipoises per second (cps). The core of frame would be filled with seasoned wood as infill material. The slot of frame for door resting will be of suitable width so as to take specified thickness door.. The frame will be water proof as well as mild acid/ alkali resistant manufactured in an ISO 9001- 2015 certified company. 34 Specified Cross Section 4” x 2 ½ “ 35 Providing and fixing anodized aluminium shutters in accordance with the specification annexed with Goa schedule of Rates (2004) Vol & II including all taxes, transportation, scaffolding and handling etc. complete as per direction of the Engineer-in-charge: Openable windows and ventilators using 18 mm series shutters section. 36 Plain glass 37 Providing and fixing anodized aluminium shutters in accordance with the specification annexed with Goa schedule of Rates (2004) Vol & II including all taxes, transportation, scaffolding and handling etc. complete as per direction of the Engineer-in-charge: Adjustable louvered windows. 38 Figured glass 39 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) (Square Hollow Section (SHS) IS4923 /Rectangular Hollow Section (RHS) IS4923/ Circular Hollow Section (CHS) IS1161 closed Structural Steel of (SAIL, TATA. VIZAG, JSW ,APOLLO Steel Ltd.) make (Min Yeild Stress 310 Mpa)) 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. 40 Providing and fixing coloured ceramic tiles spartek or equivalent of 12 x 12 size and 6 mm thick in floors thread of stepsand landing on 25 mm thick bed of cement mortar 1:3 and jointed with cement slurry complete. 41 Providing and fixing vitrified glossy finished (600x600) and 10mm thick tiles in floor, treads of steps, landing on 25mm thick bed ofcement mortar 1:3 and jointed with cement slurry complete. 42 Providing and fixing 1st quality ceramic glazed wall tiles (Johnson, Somany, Kajaria )conforming to IS:15622 (thickness to be specified by the manufacture 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 sq.m including pointing in white cement mixed with pigment of matching shade complete. 43 Wall Ceramic Glazed Tiles : 300 x 450 44 Providing and and laying antiskid floor tiles 12 x 12 upto 16 x 16 in of Johnson, Somany, Kajaria(thickness to be specified by the manufacturer) of 1st quality conforming to IS:15622 of approved make in shades as specified 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 45 Light Shades 46 Providing and and laying rustic floor tiles (rectified) 374 x 374 mm of Johnson, Somany, Kajaria or equivalent (thickness to be specified by the manufacturer) of 1st quality conforming to IS:15622 of approved make in shades as specified 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 47 Light Shades 48 Providing and fixing Granite stone slabs (flamed finish) 18mm thick in risers of steps, skirting, dado and pillars laid on cement paste and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete 49 Elite Brown 50 Providing and laying Kitchen platfrom with granite top including laying fixing etc. (For 5.00m lenght) 51 Providing and fixing colour coated galvulium roofing sheets of 0.5mm thickness including all the accessories (TATA make) but excluding the cost of purlins, rafters, trusses, flashings etc. complete as per the directions of the Engineer in charge. 52 Add for providing & fixing Flashings -[Corners, Ridges, valleys, gable end & Trims] (Girth upto 610mm) including all the accessories complete as per the directions of the Engineer in charge. 53 Providing water proofing treatment over the newR.C.C. roofs terrace toilet by spreading cement slurry over the R.C.C. slab andlaying of 10cms. Average laterite stone ballast coba with the necessary gradient for easy flow of rain water and the coba in covered with damp proof of Hindustan water proofing co. Or equivalent jointless water proofing plaster of mix 1:3 ( 1 cement : 3 find sand), finished smooth with wooden trowel with false marking of 30 cms square.The vertical surface of the adjoining walls are to be treated upto a height of 30cms including rounding of junction (the rate includes for complete items including labour and materials and including cost ofinitial treatment of roof slab as follows. The injunction of damp proof or equivalent compoundwith cement solution will be given as and when found necessary for filling honey comb, cracks etc. in the R.C.C. slabs). NOTE: cement consumption 25 kg/sq.m. 54 12mm cement plaster 1:4 (1 cement : 4 fine sand) 55 18mm cement plaster in two coats under layer 12mm thick cement plaster 1:5 ( 1 cement : 5 coarse sand) and top layer 6mm thick with cement plaster 1: 3 (1 cement : 3 coarse sand) finished with sponge. 56 Distempering two or more coats with oil bound washable distemper of approved brand and manufacture and of required shade on new work over and including a priming coat with distemper primer of approved brand and manufacture to give an even shade. 57 Applying one coat of cement primer of approved brand and manufacture on wall surface. 58 Removing dry or oil bound distemper by scrapping sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. 59 Applying priming coat with ready mixed primer of approved brand and manufacture on steel work. 60 Painting one ormore coats with superior quality ready mixed paint of steel work of approved brand & manufacture in all shades on old work to give an even shade. 61 Wall painting(two or more coats) with plastic emulsion paint of approved brand and manufacture on new work to give an even shade. 62 Polishing on wood work with ready made superior quality wax polish of approved brand and manufacture on new work. 63 Polishing on wood work with ready made superior quality wax polish of approved brand and manufacture on old work. 64 Painting three or more coats with acryllic exterior paint of approved brand and manufacture (Such as Dulex/ Asian Paints/ Sherwin Willians) including applying one coat of cement primer and one coat of surface treatment etc. complete. 65 Providing and applying white cement based putty of average thickness 1.00mm of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 66 Proving and fixing white vitreous china water closet squatting pan (Indian type w.c. pan) size 580 mm with 100 mmsand cast iron P. or S trap 10 litres high level P.V.C. flushing cister (of approved make) with fittings, rack bolts 32 mm diameter P.V.C telescopic flush pipe with fit tings and clamps 25mm P.V.C. over flow pipe withspecials & mosquito proof coupling of approved municipal design and nylon pull complete cutting and making good the walls and floors where required. 67 Orissa pattern W.C. Pan 68 Proving and fixing white vitreous china water closet squating (European type w.c. pan) with seat and lid,C.P. brass hingesand rubber buffers 10 lts. Highlevel P.V.C..flushing cistern (of approved make ) with fittings, rack bolts 32 mmdiameter P.V.C.telescopic flush pipe with fit tings and clamps 25mm P.V.C.. over flow pipe withspecials & mosquito proof coupling of approved municipal design and nylon. chain and pull complete, cutting and making good the walls ad floors where required. 69 W.C. pan with white plastic seat and lid. 70 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430 x 260 x 350 mmand 340 x 430 x 265 mm sizes respectively with pvc automatic flushing cistern with fittings, R.S. or C.I. brackets, standard size galvanised steel flush pipe and spreaders with brass unions & G.I. clamps complete, including painting of cister and fittings, cutting and making good the walls and floors where required. 71 Range of three urinal basins with 10 litres pvc. automatic flushing cistern . 72 Providing and fixing vitreous china wash basin with RS or C.I. brackets painted white, 15 mm C.P. brass pillar taps C.P. brass chain with rubber plug 32 mm C.P. brass waste of pattern, 32 mm diameter M.I. or C.P. brass trap and union complete, including cutting and making good the walls where required. 73 Flat back wash basin size 550 x 400mm with a single 15 mm C.P. brass pillar taps. 74 Providing and fixing 600 x 450 mm bevelled edge mirror of superior glass (of approved quality) complete with 6 mm thick asbestos sheet ground fixed to wooden cleats with C. P. brass screws and washers. 75 Providing & fixing c.p. brass towel rail complete with C.P. brass brackets fixed to wooden cleats with C. P. brass screws 76 600 x 20 mm size 77 Providing and fixing toilet paper holder : 78 C.P. Brass 79 Providing & fixing soap dish chromium plated with brackets fixed to wooden cleats with CP brass screw 80 Providing and fixing brass bib cock (heavy) of approved quality : 81 15 mm nominal bore 82 Providing and fixing brass stop cock (heavy) of approved quality : 83 20 mm nominal bore 84 Providing and fixingP.V.C. connection pipe with brass unions 15 mm nominal bore: 85 45 cm (18”) length . 86 Providing and placing on terrace roof of floor two (1st flor roof single piece rotational moulded polythene water storage tank having I S I mark and conforming toI S 12701; 1996. 87 500 lit. Capacity 88 Providing and placing on terrace roof of floor two (1st flor roof single piece rotational moulded polythene water storage tank having I S I mark and conforming toI S 12701; 1996. 89 1000 lit. Capacity 90 Providing and fixing rigid PVC S.W.R. (soil, waste & rain water drainage pipes ofapproved including lubricant etc. complete (single/double) socketed: 91 110 mm dia 92 Providing and fixing rigid PVC S.W.R. (soil, waste & rain water drainage pipes ofapproved including lubricant etc. complete (single/double) socketed: 93 75 mm dia 94 Providing and fixing rigid PVCbend of required degree (of approved make) for S.W.R. drainage pipes ofapproved including lubricating. 95 110 mm dia 96 Providing and fixing rigid PVCbend of required degree (of approved make) for S.W.R. drainage pipes ofapproved including lubricating. 97 75 mm dia 98 Providing and fixing rigid PVC bend (approved make ) for S.W.R. pipes including lubricating etc complete bend withdoor : 99 100 mm dia 100 Providing and fixing rigid PVC bend (approved make ) for S.W.R. pipes including lubricating etc complete bend withdoor : 101 75 mm dia 102 Providing and fixing single tee of rigid PVC (approved make) for S.W.R. pipes including lubricatingetc. complete, without door: 103 110 mm dia. 104 Providing and fixing single tee of rigid PVC (approved make) for S.W.R. pipes including lubricatingetc. complete, without door: 105 75 mm dia. 106 Providing and fixing single Tee of rigid PVC (approved make ) for S.W.R. pipes including lubricating etc complete, with door : 107 110 mm dia 108 Providing and fixing single Tee of rigid PVC (approved make ) for S.W.R. pipes including lubricating etc complete, with door : 109 75 mm dia 110 Providing and fixing single “Y” of rigid PVC (approved make ) for S.W.R. pipes including lubricating etc complete, without door : 111 110 mm dia 112 Providing and fixing single “Y” of rigid PVC (approved make ) for S.W.R. pipes including lubricating etc complete, without door : 113 75 mm dia 114 Providing and fixing nahani trap ofrigid PVC (approved make ) for S.W.R. pipes including lubricating etc complete, without door : 115 110 mm dia 116 Providing and fixingU.P.V.C. pipeclips (approved make ) for S.W.R. pipes: 117 110 mm dia 118 Providing and fixingU.P.V.C. pipeclips (approved make ) for S.W.R. pipes: 119 75 mm dia 120 Providing and fixing R.P.V.C. vent cowl: 121 110 mm dia 122 Providing and fixing NICKEL chrome plated copper alloy Fancy long body bib cock with wall flance Jaquar make or equivalent. Confirming to IS 8931;1993 123 15mm nominal bore 124 Providing and fixing NICKEL chrome plated copper alloy Fancy two way long body bib cock with wall flance Jaquar make or equivalent. Confirming to IS 8931;1993 125 15mm nominal bore 126 Providing and fixing NICKEL chrome plated copper alloy Fancy wall mixer non telephonic shower system Jaquar make or equivalent. Confirming to IS 8931;1993 127 Providing and fixing chlorinated ployvinyl chloride (CPVC) pipes confirming to IS:15778, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipes with clamps at 1 mt. spacing.This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction of the Engineer-in-charge. Internal work exposed on wall (Medium duty SDR 13.5 pipe). 128 20 mm outer dia CPVC pipe 129 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS 13983 including cutting of stone and making good the walls wherever required. Kitchen sink without drain board. with coupling & all accessories complete with choke stop strainer, Plain type having flat borders for correct sandwithing between the plaform top and bottom slabs complete. 130 Overall size 610mmx460mm (24x18) bowl size 560mmx410mmx215mm (22x16x81/2) Glossy. 1.0mm thk, 131 Providing and fixing Hand Shower (Health Faucet) with 8mm dia, ABS/brass body with double lock 1.00m long Flexible tube (Brass plated stainles steel flexible hose) and wall hook of approved quality confirming to IS standards. 132 Providing and fixing ASTM UPVC pipe, conforming to ASTM 2467 with ISO 14001, including all UPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step UPVC solvent cement and testing of joints complete as per direction of Engineer. Internal work - Exposed on wall. 133 SCH-40(blue)/(white) 134 40mm outer dia. 135 Providing and fixing ASTM UPVC pipe, conforming to ASTM 2467 with ISO 14001, including all UPVC plain & brass threaded fittings, including jointing of pipes & fittings with one step UPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer. External work. 136 SCH-40(blue)/(white) 137 25mm outer dia. 138 Providing and fixing double scaffolding system (cup lock type) on the exterior side of buildin g/structure, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40mm dia M.S. tube, placed 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock ystem with M.S. Tubes, M. S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and aintaining 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 Eng ineer-in-charge 139 Providing and erecting steel tublar props of requried height upto 14 feet, L head or flat head braced at center and supporting a continuous 2 X 3 wooden runner, resting on wedge and block minimum capacity 1.5 Ton to support the structure provisionally during repair and jacketing etc. and maintaing them in position till requried item etc. complete. The props are erected in perfect vertical in plumb taking /transferring the load equally/ uniformly. The location of every prop should be one over another floor and it should not be eccentric. The tightening of every prop should be uniform to all props to strain the building uniformly, removing the same as and when directed by sturctural engineer/ site Engineer. The work should be carried out with all the safety measures like helmet, safety belt and adequate labour insurance under the suoervision of qualified supervisor and remove the same completion of work etc. complete. 140 Shear Connectors: Make 10 /12 mm dia holes using heavy duty electrically operated hammer drills in the concrete of RCC members to a depth of about 75 mm at 500 mm c /c or at suitable grid in zig-zag fashion, clean the holes using air jet and fix pre-fabricated 100 x 50 mm L-shape 8 mm dia rebar using Anti Corrosive protective coating so that 75 mm out of 100 mm is inserted inside the concrete and 25 mm remain outside along with 50 mm bend. The shear connectors are used to tie the additional reinforcement bars. 141 Drilling holes of specified dia., fixing it with PVC nozzles, sealing the diaphragm with Epoxy Sealant, EPCO-1010, allow it air cure for minimum 8 hours, cutting nozzles after grouting and sealing it with EPCO-1010 etc. complete as directed. Injecting low viscous high molecular weight polymer, MONOPOL with pressure created by compressor and epoxy injector with accessories. The pressure shall be not exceeding 3-4 kg/cm2 . Grouting to be done in cracks till the nozzle refuses to accept the grout or it flows from the adjacent nozzles etc. complete.incl. cost of scaffolding transport etc. as per dir of EIC.All the chemicals will be of Krishna Conchem Products Pvt. Ltd. or Equivalent. 142 Removing old loose bottom or side cover of RCC slab, beam, columns etc. rubbing surface of concrete steel using wire brush and applying 2 coats of Alkaline rust converting primer (Feovert) after a waiting time of 6 hrs between coats and then applying another anti corrosive protective coating system ) for reinforcement bars (IPNet-RB) Conforms to IS-2770 Part-1 (Pull out Test) ASTM-3963-86 (Adhesion Test) and then applying concrete penetrating corrosion inhibitor (EPCO-KP100) and applying bonding new to old concrete (Epibond) Conforms to ASTM-C-882-87 and plastering on the fresh bond coat with Polymer Modified Mortar (Monobond) with 20mm C.M 1:3 and finishing coat of 6mm C.P 1:3 (1 Cement : 3 Sand ) incl. cost oftransport etc. as per dir of EIC.All the chemicals will be of Krishna Conchem Products Pvt. Ltd. or Equivalent. 143 Providing and fixing WPC decorative eaves board of 12 mm thick as per Direction of Engineer - in - Charge. 144 Providing and fixing of 1hp Electric Pump of Kirloskaror equivalent make as per direction of Engineer- in - charge. 145 Transportation and carriage of material by mechanicaltransport lead beyond 5.00km upto 20 km including loading, unloading and stacking. 146 Supply of Mazdoor at the site for cleaning the debris as per direction of Engineer-in-Charge. 147 Steel work in single sections (SAIL, TATA. VIZAG & using electrodes of Ador or ES4B or Deh Secheron make only) including cutting, hoisting fixing in position and applying a priming coat of red lead paint. 148 In R.S. joists, channels, angles, tees 149 Waterproofing of sunken slabs, toilet blocks, terraces on slabs under brickbats, roofs, watertanks. Cleaning the surface and filling cracks (if any), applying EPCO ACR wherever necessary, Providing and Moistening the surface with water to render it saturated. Mix Cement and Monobond WF in the ratio of1.25 kg to 1 by weight and stir continuously. Apply minimum 2 coats with an interval of 12 hours minimum between the coats.Fix fiber mesh while the first coat is still tacky.Cure with sprinkling of water 3-4 times a day. incl. cost of scaffolding transport etc. as per dir of EIC.All the chemicals will be of Krishna Conchem Products Pvt. Ltd. or Equivalent 150 Making up of distressed/loose/cracked/porous carbonated, loose part of concrete Monolith MC Silver which is a free flow, shrinkage compensated, high strength microconcrete. The microconcrete shall be mixed in a standard mixer. The microconcrete shall have a compressive strength of min 40 Mpa@ 28 days. Repair the damaged surface of concrete by fixing the form work/shuttering across the profile of damaged structural element and pour the free flow ready mix microconcrete. Microconcrete should be mixed homogeneously. For 25 kgs mix water requirement will be typically 3 to 4 litres. All areas of application shall be free from olly residues, dust and loose particles. The work should be carried out with all the safety measures like helmet, safety belt and adequate labour insurance under the supervision of qualified supervisor etc. complete. (All the chemicals will be of Krishna Conchem Products Pvt. Ltd or Equivalent. 151 Making up lost section of concrete with thixotropic repair mortor Monolith RM is a ready to use single component cementitious mortar for repairing concrete structures. The repair mortar shall have a compressive strength f min 40 Mpa @ 28 days. Mix Monolith RM powder with water in the proportion of 160 to 190 ml water to 1 kg of monolith RM powder using a planetary mixer to get a cohesive mortar. Apply the mortar to the surface and trowel it to restore the surface. The surface should be free from air gaps, voids should be in line with existing surface, including curing, cleaning the area etc. complete. The work should be carried out with all the safety measures like helmet, safety belt and adequate labour insurance under the supervision of qualified supervisor, etc.. complete (All the chemicals will be of Krishna Conchem Products Pvt. Ltd or Equivalent. 152 Providing and fixing Prince or equivalent make PVC SWR half round eaves gutter with bolts nuts and flat iron brackets 40 x 3 mm size complete. 153 180 mm nominal size
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
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5.
Petroleum and Natural Gas #9973760 AOC
Tender For Civil Structural Architectural Works For Ambient Air Heater Package At Indianoil Petronas Private Limited; 1 Boring, providing and installation 600 mm dia bored cast-in-situ reinforced cement (Sulphate Resisting Portlandcement as per IS 12330) concrete piles of grade M-30 Concrete (350 Kg SR Cement /Cum) of specified diameter and length below pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of concrete, boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap,temporary approach arrangement for making pile, mud pit, removal slush after completing the pile work etc. by Crawler mounted, telescopic boom hydraulic pilling Rig all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap). Note: Truck Mounted rotary/TMR/Tube well boring machine shall not be used. 2 Pile Chipping up to 1m or Hard Concrete and Finishing for Pile Cap. Rate including removal of rebris within site premises as directed by Incharge. 3 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. Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing. Note: 2. Testing agency shall submit the design of loading platform for the approval of Engineer-in-charge. Safe capacity of Pile is 100 to 125 Tonne. Initial Pile Load test (Test Load 2.5 times the Safe capacity) 4 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. Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing. Note: 2. Testing agency shall submit the design of loading platform for the approval of Engineer-in-charge. Safe capacity of Pile is 100 to 125 Tonne. Routine Pile Load test (Test Load 1.5 times the Safe capacity) 5 Lateral load testing of single pile in accordance with IS : Code of practice IS: 2911 (Part IV) for determining safe allowable lateral load on pile : Upto 7.5 tonne capacity pile 6 Demolishingany cement concrete (RCC/PCC) manually/ by mechanical means including disposal of material outside premises at an unobjectionable place as per direction of Engineer-in-charge. 7 DEMOLITION BRICKWORK Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within site premises up to 1000 metres lead as per direction of Engineer-in-charge. 8 Earth workexcavation in All kinds of soil by mechanical means (Hydraulic excavator)/ manual means over areas (any size, any depth) including getting out and disposal of excavated earth lead upto 1000 m within the site premises and for all lift, as directed by Engineer-in-charge. The rate shall also include filling back available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 15cm in depth, consolidating each deposited layer by ramming and watering including compacted up to 95% to its MDD carrying field density test to a certain compaction of soil complte in all respect as per scope of work, detailed construction drawing, as per technical specification as directed by the Engineer-in-charge. Excavation measurement restricted to PCC/Sand/GSB filling dimension. 9 GRANULAR SUB BASE (GSB) 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-I (size range 53 mm to 0.075 mm) 10 FILLING WITH LOCAL EARTH Supply & filling of local earth (including royalty) by mechanical transport also including ramming & watering of the earth in layers not exceeding 20cm in depth at any place. Rate including compacted up to 95% to its MDD carrying field density test to a certain compaction of soil complte in all respect as per scope of work, detailed construction drawing, as per technical specification as directed by the Engineer-in-charge, for all lift. 11 PCC 1:3:6 / M-10 (1 Cement : 3 coarse sand (zone-ll) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) 12 REINFORCEMENT CEMENT CONCRETE Providing and laying in position ready mixed or site batched design mix M-30 (with minimum cement content of 350 kg /cum) cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Sulphate Resisting Portlandcement IS 12330, 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, staging,scaffolding; but excluding the cost of centering, shuttering, special finishing and reinforcement as per direction of the engineer-in-charge. Note: A minimum of 350 kg of cement per cubic meter shall be used. No additional payment will be made if more than 350 kg is used to achieve M30 grade concrete; the contractor shall bear the extra cost. All works upto plinth level (Up to Air Heating Structure Floor Slab Top). 13 REINFORCEMENT CEMENT CONCRETE Providing and laying in position ready mixed or site batched design mix M-30 (with minimum cement content of 350 kg /cum) cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Sulphate Resisting Portlandcement IS 12330, 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, staging,scaffolding; but excluding the cost of centering, shuttering, special finishing and reinforcement as per direction of the engineer-in-charge. Note: A minimum of 350 kg of cement per cubic meter shall be used. No additional payment will be made if more than 350 kg is used to achieve M30 grade concrete; the contractor shall bear the extra cost.All works above plinth level. 14 Centering and shuttering including strutting, propping etc. and removal of formwork. Rate including staging and scaffolding at any height.Foundations, footings, Pile Cap, ases of columns, etc. 15 Centering and shuttering including strutting, propping etc. and removal of formwork. Rate including staging and scaffolding at any height.Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. 16 Centering and shuttering including strutting, propping etc. and removal of formwork. Rate including staging and scaffolding at any height.Suspended floors, roofs, landings, balconies and access platform. 17 Centering and shuttering including strutting, propping etc. and removal of formwork. Rate including staging and scaffolding at any height.Lintels, beams, plinth beams, girders, bressumers and cantilevers 18 Centering and shuttering including strutting, propping etc. and removal of formwork. Rate including staging and scaffolding at any height. Columns, Pillars, Piers, Abutments, Posts and Struts 19 REINFORCEMENT STEEL Thermo-Mechanically Treated bars of grade Fe-500D or more with fusion bonded epoxy coated & corrosion resistance steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete at all levels. Rate including staging and scaffolding. 20 PLINTH PROTECTION Making plinth protection 50 mmthick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-ill) derived from natural sources : 6 graded stone aggregate 20mm nominal size derived from natural sources) over 75 m mthick bed of dry brick ballast 40mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. 21 BRICKWORK AT ANY LEVEL Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in all shapes and sizes in : Cement mortar 1 :4 (1 cement : 4 coarse sand). Rate including staging and scaffolding etc., 22 PLASTERING Providing and laying cement plaster on surfaces with fine sand including curing etc.20mm Cement plaster of mix 1:4 (1 cement: 4 fine sand).Rate including staging and scaffolding etc., 23 CEMENT PUNNING Neat cement punning. 24 CHICKEN MESH Providing & fixing galvanized chicken wire net 20 Gauge, 20 mm mesh size in plastering work at the junction of RCC Columns/ Beams & brickwork as directed by the Engineer-in-Charge. 25 CEMENT CONCRETE FLOORING 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 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 manufacturer’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. 26 HOT DIPPED GALVANIZED STRUCTURAL STEEL Supplying, Fabricating & Erecting at all levels in position steel structures fabricated out of hot dipped galvanized MS Girders, channels, Tees, angle, flats, plate, gratings, square hollow sections pipes etc. conforming to IS:2062 and/or from Hot finished welded type tubes/pipes conforming to IS:1161 for structural purpose for sheds, supports (Including cradle supports, pipe shoe, U Bolts, structural supports, Anchor Fasteners, Embedded Steel, Reinforcement Pad etc.) cat ladder, SS Tube supports, SS tube trench covers, Fencing Gate etc. of any size/dia for required design including cutting, welding, bolting,hoisting, fixing in position. The work is to be completed in all respect as per specification ,scope of work,detailed construction drawings and directions of the Engineer-in-charge.Rate including staging and scaffolding wherever required for erection and all other machineries, equipments etc., 27 FIRE SCREEN GI SHEET Supplying, fabricating, welding, bolting, riveting, assembling, and temporarily erecting a fire screen wall up to 6.0 meters high around the licensed area or facilities, using 1mm GI corrugated sheets with zinc coating not less than 275 gm/m², including all necessary accessories, staging, and scaffolding as per the alignment provided by the site engineer; maintaining the installation until completion of the Air Heating Project commissioning, followed by dismantling and safekeeping of GI sheets and structural members at IPPL scrap premises as directed by the engineer-in-charge. The rate includes all activities related to supply, fabrication, erection, dismantling, and safekeeping, while substructure concreting and structural superstructure erection will be paid separately 28 GALVALUME SHEETS Providing & fixing at all heights, levelsand locations colourfinish Aluminium alloy roofing sheets of alloy IS designation 31500, temper Hx8 conforming to IS 737 and dimensions as per IS code 2676 with characteristics of good formability and corrosion resistance. The profile sheets shall be fixed to truss members in slope or required pitch or curvature with Hex cap headed self drilling/tapping Stainless steel screws M6, 50 mm long with 3 mm EPDM seal washer etc. all inclusive of labour, scaffolding, T&P and sundries etc. complete as per directions of the Engineer-In-Charge. (Cost of truss/frame work shall be paid separately). 0.71 mm, Aluminium Colour coated troughed profile with center to center pitch of 200 mm, depth of 32 mm, overall profile width 1092 mm, cover width 1000 mm. The rate shall include staging and scaffolding. 29 Providing and fixing of Pre-coated colour or mill finish Aluminium Roofing Accessories in 0.71 mm thickness, Alloy 31500 (IS designation) [Aluminium Alloy (AA) 3004 (ISO designation)]. For colour, coating shall be 5-7 microns epoxy primer on both sides of the sheet and polyester top coat 15-18 microns, using self drilling/tapping SS screws of size 6 x 50 mm with 3 mm thick EPDM seal and SS plain washer complete :The rate shall include staging and scaffolding.Precoated aluminium Ridges plain (500- 600mm) 30 Providing and fixing of Pre-coated colour or mill finish Aluminium Roofing Accessories in 0.71 mm thickness, Alloy 31500 (IS designation) [Aluminium Alloy (AA) 3004 (ISO designation)]. For colour, coating shall be 5-7 microns epoxy primer on both sides of the sheet and polyester top coat 15-18 microns, using self drilling/tapping SS screws of size 6 x 50 mm with 3 mm thick EPDM seal and SS plain washer complete :The rate shall include staging and scaffolding.Precoated aluminium Flashings/ Aprons (Upto 600mm) 31 Providing and fixing of Pre-coated colour or mill finish Aluminium Roofing Accessories in 0.71 mm thickness, Alloy 31500 (IS designation) [Aluminium Alloy (AA) 3004 (ISO designation)]. For colour, coating shall be 5-7 microns epoxy primer on both sides of the sheet and polyester top coat 15-18 microns, using self drilling/tapping SS screws of size 6 x 50 mm with 3 mm thick EPDM seal and SS plain washer complete :The rate shall include staging and scaffolding. Precoated aluminium Gutter (600 mm over all girth) 32 EXTERIOR PAINT Providing and applying two coats of high performance elastomeric anti carbonation water based acrylic polymer coating Dekguard E 2000 over the prepared concrete surface and primed with Dekguard WB Primer to achieve thickness of 200 microns. The surface imperfections if any shall be smoothly rendered using Renderoc FC. The coating shall have excellent barrier to carbon di oxide, chloride ions, sulphates, oxygen, water. Withstands substrate crack accommodation upto 2mm & cyclic movement up to 1mm. It shall have high UV resistance and highly durable in all climatic conditions. Percentage of water absorption, permeability & depth of carbonation shall be nil while compared against control concrete. The quoted rate shall include all material, surface preparation, tools, scaffoldings, safety equipment, labours, etc complete as per manufacturer’s specification.The rate shall include staging and scaffolding. 33 INTERIOR PAINT Wall painting with one Coat primer and Two coats of 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. The rate shall include staging and scaffolding. 34 BITUMASTIC PAINT Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade : Two or more coats on new work.The rate shall include staging and scaffolding. 35 HAND RAIL Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including hot dipping galvanizing of the steel section. G.I. Pipes. Rate including primer and Two Coats enamel painting.The rate shall include staging and scaffolding. 36 GROUTING Providing grouting in pockets/ bases etc(As per Technical specification), cost of grouting, including supply of materials shall be covered in the unit rates. Rates shall include cost of labour, supervision,deployment of tools & tackles, consumables, materials and other associated arrangements required to execute all the related activities. Grouting using Free flow non shrinkable grout material CONBEXTRAGP-2 or approved equivalent etc.The rate shall include staging and scaffolding. 37 SUBGRADE COMPACTION 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 outside the property boundary in the un-disputed areas as directed by Engineer-In-Charge. 38 MANHOLE COVER & FRAME Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality M D - 10 Circular shape 500 mm internal diameter 39 PVC WATER STOPPER 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 : Serrated with central bulb (225 mm wide, 8-11 mm thick) 40 CHEMICAL GROUTING OF REINFORCEMENT Chemical grouting of reinforcement steel of 16 mm to 20 mm dia rebar with 22 / 28 mm dia hole of 220 / 280 mm depth including making hole in concrete / masonry surface as required at site by using HILTI make driller with HY150 chemical compound for nserting the reinforcement after drilling and air jet cleaning etc complete, at any level, etc complete. Rate shall include all charges and preparation of surface, cutting of reinforcement, cleaning the surface, staging, scaffolding and working platform, application of necessary chemical as per manufactures specification with necessary tools and equipments, removal of debris from the site,all complete as directed by Engineer-in-Charge. 41 EXPANSION JOINTS 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, all complete as per direction of the Engineer-in-Charge. (Pre-moulded joint fillers shall be made of bitumen hot sealing compound impregnated fibre board having impregnation more than 35%, conforming to IS:1838 for fibre board and IS: 1834 for hot sealing bitumen compound grade A.) 42 UNPLASTICISED RIGID PVC PIPE Providing and fixing on wall face 110 mm dia Unplasticised Rigid PVC (UPVC) rainwater pipes conforming to IS:13592 Type-A, including all fittings & accessories & including jointing with seal ring conforming to IS:5382, leaving 10 mm gap for thermal expansion: (i) Single socketed pipes : 43 SAND FILLING WITH LIME IN GSB Poviding and laying sand mixed with powder dry shell lime with available Calcium Oxide being not less than 50% and the amount of powder dry shell lime being 5% by volumne of the hard core layer using a water jet in order to force the sand in to the voids. 44 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 : 300 mm dia. R.C.C. pipe 45 Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes 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. 46 Providing and laying 150mic thick LDPE Polythene Sheets/Film for reinforced cement concrete. Rate including cutting and laying in panel wise. 47 Taking out existing CC interlocking paver blocks from Road, including removal of rubbish etc., disposal of unserviceable material out of site at unobjectionable place and stacking serviceable material within premises as per direction of Engineer - in-Charge 48 Laying of existing interlocking paver blocks of any design /shape laid in required line,level,curvature,colour & pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as/ direction of Engineer-in-charge.
Contract Date: Jan 06, 2026 Contract Value : ₹ 6.01 Crore
Boards / Undertakings / PSU No of Bidders 1
Tamil Nadu View Result →
6.
Defence #9920439 AOC
Tender For Special Repairs To Shaft Spaces Of Po 16 (Annex Building); 1 Note:(i) The rate should be Quoted considering the high rise nature of buildingand necessary scaffolding and safety precaution.(ii) Entire building to be covered with green cloth on MS scafFolding uptoTOP floor and necessary precaution sign board to be placed around the building before commencement and completiom of work.(iii) Debries removed outside Mod Land. 2 M&L for Chipping , removing carefully concrete work by low impact hammer ,breakar without damaging the structure & cleaning and disposal of debries out side the premises etc. complete as directed by Engr-in-Charge. Hard concrete should not be removed by force. 3 M&L for Cleaning existing reinforcement with wire/ rotary wire brush, making the surfaces free from loose material dirt etc. complete and applying two coats of alkaline rust converting primer of approved make on the rebars, including cleaning the reinforcement, wirebrushing to remove loose rust spalls, wash the rebars with clean water within 3 min and wipe it dry. 4 M&L for applying two coats of Epoxy based Zinc primer in a span of four hours over the treated rebars and allow to dry for six hours.The application shall be by brush.epoxy primer for steel of approved make zinc primer. 5 M&L for cleaning all loose laitance on the concrete substrate and applying one coat of epoxy bonding agent on exposed concrete surface to ensure bond between old concrete & new concrete by brush application. Of approved make. 6 M&L for rendering minimum 20mm thick polymer modified mortar in cemet mortar (1:3) with graded quartz sand with additive Monolith - PMM of approved make. 15% by weight of cement in one coat with and including curing as per manufacturers instruction complete all as specified and as directed. 7 M&L for Providing and applying water tight jacketing around columns with M30 grade micro concrete including all lifts, shuttering, drilling holes and fixing shear anchor as per specification complete. of approved make.(Note:Reinforcement shall be measured and paid separately) 8 M&L for applying concrete protection coating on finished structural members exposed to atmosphere of approved make complete all as specified and directed. 9 M&L for Drilling and fixing Rohibb Teflon nozzles in RCC members, including drilling holesof 12mm dia, 50 to 100mm deep holes.Works shall be carried out as under :- (i) Cleaning ofholes. Clean the holes by air blower prior to fixing nozzles.(ii) Fixing of nozzles. Insert 12mm dia. Rohibb Teflon nozzles in cleaned holes. External end of nozzles to be machine to receive outlet of grouting gun.Fix it inside the holes by applying thixotropic epoxy putty to ensure complete sealing. Cure the system for min.12 hrs. (iii)Cutting of nozzles.Cut the nozzles by chisel after completion of grouting without damaging structural elements.(iv) In case crack upto 2mm wide, fix the injection nozzels directly over the cracks, at intervals of 6 to 9 inches, using a drilling machine. Fix PVC/MS nozzels in these holes with fast-setting epoxy putty & let it dry for 2 to 3 days. Also, seal the crack between the ports with epoxy putty.(v) In case where the crack is wider than 2mm upto 4 to 5mm, drill holes at the sides of the crack in a staggered fashion, at intervals of 6 inches and affix them with epoxy putty as mentioned above.(vi) Also, seal the face of the carck with a liberal application of the epoxy putty. 10 M&L for Injecting of site mixed cement slurry grout, mixed in specified proportion containing cement, sand water with addition of plasticizers (approved make) & migratory corrosion inhibitors, water cement ratio shall be varied between 0.5 to 1.0 for each hole, shrinkage compensating cement slurry mixed to a lump free fresh creamy consistency ,Mixing shall be done by mechanical mixer continuously stirring mechanically to keep cement particles in suspension. Injection of approved/specified grout by means of pump at a pressure of 3-5 Kg/cm2 etc complete till the grout mix flows out from the nozzle indicating complete filling of grout in the holes drilled of approved make. 11 M&L for Injecting low viscosity (3-5cps) high molecular weight monomer by pressure and using mechanized injector gun with accessories till nozzles refuses to accept the grout, Including,Mixing of materialas:Mixing of material components(part a&b) inthe required quantities as per manufacturers instruction by weigh batching.Grouting:Fill the grouting gun with concrete penetrating corrosion inhibitor EPCO-KP-100/Protectsil CIT or Ferogard 903. Maintain desired pressure in the gun by air compressor; maintain the pressureat exit(2 to 3kg/cm2) by monitoring pressure guage at exit.Grout the material through prefixed nozzles in the structural elements@ 100ml per nozzle. Repeat the process for all the nozzles. 12 M&L for Replacement of steel reinforcement with TMT bars of appropriate size where 30% of cross section is reduced including dismantling of rusted steel complete all as specified and directed. 13 M&L for Providing and fixing additional main steel bar or stirrups of designed diameter in various structural elements like column ,beams and foundations including drilling ,bending and fixing the bars with epoxy putty etc. complete (Steel provided on the basis of 1% of volume of concrete). 14 M&L for Cleaning the dust, vegetation, sand,dry leaves and other waste material at the rain water pipe of any size and any description, spouts, water outlets of the roofs etc as directed and dispose off debris at a distance of 500km and n.exc 1.5 Kmincluding taking down and refixing of existing pipes including necessary fixing arrangements. 15 Taking down cast iron pipes of any size or pattern at any position including all fittings such as bends, heads (measured overall as fixed along the centre line over fiitings and accessories) including removing vegetation growth around pipes as required, making good to surface to match with eixisting including necessary scaffolding etc complete all as specified and directed. 16 S&F 100mm dia cast iron soil waste and vent pipes (sand cast pipes) in any length with or without ears with cement joints fixed to walls including MS scaffolding all as specified and directed. 17 S&F 75mm bore cast iron soil waste and vent pipes (sand cast pipes) in any length with or without ears with cement joints fixed to walls including MS scaffolding all as specified and directed. 18 S&F CI bends 75mm dia size diminishing pieces or trapers (larger bore measured) fitted with oval access doors including MS scaffolding all as specified and directed. 19 S&F CI bends 100mm dia size diminishing pieces or trapers (larger bore measured) fitted with oval access doors including MS scaffolding all as specified and directed. 20 S&F CI branch pieces single (equal or unequal) ordinary or inverted ( spigot or socket type) or with parallel branches of 75mm sizes including MS scaffolding all as specified and directed. 21 S&F CI branch pieces single (equal or unequal) ordinary or inverted ( spigot or socket type) or with parallel branches of 100mm sizes including MS scaffolding all as specified and directed. 22 Ditto all as per Srl ietm No. 20 above but double socket 23 Ditto all as per Srl ietm No. 21 above but double socket 24 Dismantling of Plain or corrugated steel sheeting, any gauge, thickness, including Nainital or similar pattern roof /wall coveringsand removing Dismantaled materials such as serviceable / unservicesble Plain or corrugated steel sheeting,etc. out side MoD land and rubbish off the premises complete all as specified and as directedby the Engineer-in-Charge. 25 S&Fpre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0..50mm thick of any colour with two corrugations side laphaving tensile strength of minimum 550 Mpa as in roof covering /cladding to wall, fixed withscrewall as specified and as directed 26 S&F pre-painted galvalume aluminium zinc coating GI based Plain steel sheet 0.5mm thick of any colour having tenstile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified and as directed 27 Dismantling wrought iron or mild steel complete all as specified and as directed 28 S&F MS sections as in imsc,angle, main and cross beams, hip and jack rafters; purlins,rolled section where connected to common rafters and running rails and guides for truss/column/ staircase/ladder/anchor bolt for column/base plates/gussatte plates, wind tie,door,gate,window etc including cutting welding etc, fixed with angle cleats or other connecting plates complete all as specified and directed. 29 M&L for preparing new or previously untreated surface of any description, over 10cm in width or girth and applying two coats of synthetic enamel paint over one coat of red oxide primer complete all as specified and directed. 30 M&L for preparingnewplasteredsurfacesof walls and applyingtwo coatsofoil bound distemper over a coat of approved primer on plastered surfaces complete all as specified and directed. 31 M&L for preparing new surfaces of walls and applying two coats of acrylic (antifungal) exterior grade paint over one coat of primer complete all as specified. 32 M&L for complete removal of existingRCC Grill And Jali and fixing new premium quality heavy duty WPC designer jali/grill thickness 30mm and above including all necessary connected items such as SS nail,double rebate WPC frame work cross section size not less than 125x80mm standard grade density 800 kg/cm,ss safty clips, also repair beam and column with smart care material such as micro concrete, polimer modified plaster,reinforcement including chipping removal and paint the surface complete all as specified and directed. 33 Demolition of brick work/stone masonry built in cement mortar including all quoins, arches, pillars etc but excluding ashlar facings, dressed stone work and precast concrete articles including coping complete all as specified and directed. 34 M&L brick work with sub class B bricks old size, full or half bircks works straight or curved on plan exc 6m mean radius in cement mortar 1:4 complete all as specified. 35 Taking down cement plaster on brick wallincluding raking out joints, hacking for key, scrubbing down with water, etc and removing taken down materials such as cement plaster,etc. out side MOD accomodation land and rubbish off the premises complete all as specified and as directedby the Engineer-in-Charge. 36 M&L prepration of old plastered / decorated surfaces of walls and applying two coat of oil bound distemper on plastered/decorated wall surfaces including 3mm thick wall care putty complete all as specified and directed. 37 Ditto_ all as per Sl item No 36 herein before but on ceiling etc complete all as specified 38 M&L prepration of old plastered / decorated surfaces of walls & ceiling and applying two coat of plastic emulsion paint on old plastered surfaces including MS scaffolding complete all as specified and directed. 39 M&L for preparation of old painted surfaces of wood or wood based surfaces over 10 cms width or girth and applying two finishing coat of synthetic enamelpaint on wooden surfaces complete all as specified and directed. 40 M&L for preparation of old painted surfaces of steel any description over 10 cms width or girth and applying two finishing coat of synthetic enamelpaint on steel surfaces including MS scaffolding complete all as specified and directed. 41 M&L for preparation of old wall surfaces of any description & applying one coats of acrylic (antifungal) exterior grade paint on wall/roof including MS scaffolding complete all as specified and directed 42 Taking up and down 15 mm boreGI tubing and connection including cleaning for re-fixing or removing to store including ss clamping and MS scafolding completeall asspecified and directed. 43 _Ditto_allasperSl item No. 42 hereinbeforebut20 mmbore completeall asspecified and directed. 44 _Ditto_allasperSl item No. 42 hereinbeforebut25 mm or 32 mmbore completeall asspecified and directed. 45 _Ditto_allasperSl item No. 42 hereinbeforebut40 mm or 50 mmbore completeall asspecified and directed. 46 S&F tubesmedium gradegalvanisedwithallfittingand fixedcomplete to wallsandceilingorlaidinfloors15 mm boreofpipe including ss clamping and MS scaffolding completeall asspecified and directed. 47 _Ditto_allasperSl item No. 46hereinbeforebut20 mmboreof pipe 48 _Ditto_allasperSl item No. 46hereinbeforebut25 mmboreof pipe 49 _Ditto_allasperSl item No. 46hereinbeforebut40 mmboreof pipe 50 Taking down eaves gutters and rainwater pipes( any size or pattern) , including all fittings, heads, shoes, bends , swan necks, etc, removal to store (measured overall as fixed along the centre line over fittings and accessories) including ss clamping and MS scaffolding. 51 S &F 160 mm dia PVC (SWR) pipes single socketedin any length with rubber ring joints fixed to wall complete including ss clamping and MS scaffolding all as specified and directed. 52 S &F 110 mm dia PVC (SWR) pipes single socketedin any length with rubber ring joints fixed to wall complete including ss clamping and MS scaffolding all as specified and directed. 53 S &F 75 mm dia PVC (SWR) pipes single socketedin any length with rubber ring joints fixed to wall including ss clamping and MS scaffolding complete all as specified and directed. 54 S&F for PVC (SWR) bends any radius 160mm bore complete all as specified and as directed 55 S&F for PVC (SWR) bends any radius 110mm bore complete all as specified and as directed 56 S&F for PVC (SWR) bends any radius 75mm bore complete all as specified and as directed
Contract Date: Jan 19, 2026 Contract Value : ₹ 34.45 Lakh
Statutory Bodies & Commissions/Committees No of Bidders 4
Maharashtra View Result →
7.
Housing Urban and Rular Development #9816396 AOC
Urgent Repairs To The Old Goa Medical College Complex At Ribandar Goa. Sh Premonsoon Works. , Clearing Jungle Including Up Rooting Of Rank Vegetation Grass Bush Wood Trees And Sapling Of Girth Upto 30 Cm. Measured At A Height Of 1 M Above Ground Level & Removal Of Rubbish Upto A Distance Of 50 Mt. Outside The Periphery Of The Area Cleared. (If However, Only Grass Is Met With The Area Will Be Measured And Paid For Under Item 4001). , Felling Trees Of Girth(Measured At A Height Of 1. M. Above Ground Level) Inluding Cutting Of Trunks And Branches Removing The Roots Stacking The Serviceable Material And Disposal Of Unserviceable Material For All Leads : , Beyond 120 Cm And Upto 240 Cm Grith , Beyond 240 Cm Girth , Dismantling Tiledroofing (Mangalore Or Pot Or Country Tiles) With Battens Etc. Complete Including Stacking Of Serviceable Material & Disposal Of Unserviceable Material Within 50 Mts. Lead. , Dismantling Asbestos Sheet Roofing Including Ridges, Hips Valley And Gutters And Stacking The Material Within 50 Meters Lead. , Dismantling Wood Work Ofsectional Area40 Sq.Cm. And Above Wrought Framed And Fixed In Frames, Other Frames And Trusses Including Stacking Of Material Within 50 Mts. Lead (Span Upto 10 Mtrs.) , Providing & Fixing Colour Coated Alluminium (Puf) Sandwich Panel Roofing Systems Of Approved Makeadhering To Aluminium 3105 Grade For Top & Bottom Sheet Of Thickness 0.40 & 0.35 Respectively Including Puf Insulation Betewwn The Top & Bottom Sheet Of Denslity 40 (+/-2) Kg/M3 Inclusive Of S.S.304 Grade Self Tapping Fastneres, Complete As Directed By Enigneer Incharge (Frame Work For Roof, Roof Accesorries To Be Paid Seperately) For Tile Design Puf Roof Panel, Gutter Width Should Be Atleast 25% More Than The Crest Width. Minimum Height At Heighest Point Of Crest Should Be Minimum 65Mm. Minimum Thickness At Anygiven Point Should Not Be Below 30Mm. , Puf Insulated Porto Tiles Series 50Mm Thick. , Providing And Fixing Colour Coated Galvulium Roofing Sheets Of 0.5Mm Thickness Including All The Accessories (Tata Make) But Excluding The Cost Of Purlins, Rafters, Trusses, Flashings Etc. Complete As Per The Directions Of The Engineer In Charge. , Add For Providing & Fixing Flashings -[Corners, Ridges, Valleys, Gable End & Trims] (Girth Upto 610Mm) Including All The Accessories Complete As Per The Directions Of The Engineer In Charge. , Providing & Fixing Alluminium Ridge Of Approved Make Adhering To Alluminium 3105 Grade Of 0.71Mm Thickness & 60 Cm Wide Inclusive Of Ss304 Grade Self Tapping Fastners, To Match The Alluminium Roofing System & As Directed By Engineer In Charge Complete , Providing & Fixing Alluminium 30Mm Trapezhoidal End Cap For Puf Roofingof Approved Make Of Alluminium Aa 3105 Grade Matching With 30Mm Puf Panel Profile Including The Required Fastners Etc. Complete For Alluminium Puf Roofing System & As Directed By Engineer In Charge. , Steel Work Welded (Sail, Tata. Vizag & Using Electrodes Of Ador Or Es4b Or Deh Secheronmake Only)In Built Up Sections Trusses And Framed Work Including Cutting, Hoisting, Fixing In Position And Applying Priming Coat Of Red Lead Paint. , In Tees, Angles, Flats And Channels , Laterite Masonry In Neatly Dressed Stones Of Size As Specified In Cement Mortar 1: 4 (1Cement :4 Coarse Sand)From Floor I Level Upto Floor V Level. , Providing And Fixing Pvc Swr Pipes Confirming To Is 13592 Type A Including Jointing With Seal Ring Confirming To Is 5382 Leaving 10 Mm Gap For Thermal Expansion. , Single Socketed Pipe 110 Mm Dia , Providing And Fixing Prince Or Equivalent Make Pvc Swr Half Round Eaves Gutter With Bolts, Nuts And Flat Iron Brackets 40 X 3 Mm Size Complete. , 250 Mm Nominal Size , Providing An Fixing Sundar Patti Of Wpc Make, 12Mm Thick Including Necessary Hardware Complete. , Demolishing Cement Concrete 1:3:6 Or Richer Mix Including Disposal Of Material Within 50 M Lead. , Providing Water Proofing Treatment Over The Newr.C.C. Roofs Terrace Toilet By Spreading Cement Slurry Over The R.C.C. Slab Andlaying Of 10Cms. Average Laterite Stone Ballast Coba With The Necessary Gradient For Easy Flow Of Rain Water And The Coba In Covered With Damp Proof Of Hindustan Water Proofing Co. Or Equivalent Jointless Water Proofing Plaster Of Mix 1:3 ( 1 Cement : 3 Find Sand), Finished Smooth With Wooden Trowel With False Marking Of 30 Cms Square.The Vertical Surface Of The Adjoining Walls Are To Be Treated Upto A Height Of 30Cms Including Rounding Of Junction (The Rate Includes For Complete Items Including Labour And Materials And Including Cost Ofinitial Treatment Of Roof Slab As Follows. , The Injunction Of Damp Proof Or Equivalent Compoundwith Cement Solution Will Be Given As And When Found Necessary For Filling Honey Comb, Cracks Etc. In The R.C.C. Slabs). Note: Cement Consumption 25 Kg/Sq.M. , Waterproofing Of Sunken Slabs, Toilet Blocks, Terraces On Slabs Under Brickbats, Roofs, Watertanks. Cleaning The Surface And Filling Cracks (If Any), Applying Epco Acr Wherever Necessary, Providing And Moistening The Surface With Water To Render It Saturated. Mix Cement And Monobond Wf In The Ratio Of1.25 Kg To 1 By Weight And Stir Continuously. Apply Minimum 2 Coats With An Interval Of 12 Hours Minimum Between The Coats.Fix Fiber Mesh While The First Coat Is Still Tacky.Cure With Sprinkling Of Water 3-4 Times A Day. Incl. Cost Of Scaffolding Transport Etc. As Per Dir Of Eic.All The Chemicals Will Be Of Krishna Conchem Products Pvt. Ltd. Or Equivalent. , Providing And Supporting Slabs, Beams And Chajjas By Adjustable Steel Props To Carry Safe Axial Load Of 3Mt Extended Length, At The Spacing Of 450Mm And Pipe Thickness Of 6Mm With Inner Diameter 48.30Mm And Outer Diameter 60.30Mm Confirming To Is 1161 Grade Yst 210 Or In Nearer Measure With Same Strength And Load Bearing Capacity, Etc. Complete. , Breaking Carefully The Loose Concrete Of Distressed Member Without Damaging The Existing Strong Concrete By Means Of Sharp Chissel And High Frequency Low Impact Hammers, Cleaning The Surface With Wire Brush To Removeloose Particles. The Work Should Be Carried Out With All The Safety Measures Like Helmet, Safety Belt And Adequate Labour Under Supervision Of Qualified Supervisor. , Demolishing R.C.C. Work Including Stacking Of Steel Bars & Disposal Of Unserviceable Within 50 Mts. Lead. , Demolishing Laterite Stone Masonry In Cement Mortar Including Stacking Of Serviceablematerial & Disposal Of Unserviceable Material Within 50 Mts. Lead. , Applying Two Coats Of Alkaline Rust Converting Primer, Feovert On The Rebars, After Wire Brushing To Remove Loose Rust Spalls, With Time Interval Of 6-8 Hour Between The Coats. Incl. Cost Oftransport Etc. As Per Dir Of Eic.All The Chemicals Will Be Of Krishna Conchem Products Pvt. Ltd. Or Equivalent. , Applying Ipnet-Rb (Anti – Corrosive Coating) To The Exposed Reinforcement In Two Coats By Brush With Time Interval Of Minimum 7 Hours Between Each Coat. Conforms To Is-2770 Part-1 (Pull Out Test) Astm-3963-86 (Adhesion Test). Sprinkling Dry Quartz Sand Over The Second Coat Of Ipnet-Rb When Freshly Applied Etc. Complete. Incl. Cost Of Transport Etc. As Per Dir Of Eic.All The Chemicals Will Be Of Krishna Conchem Products Pvt. Ltd. Or Equivalent. , Rebarring For Providing Main Reinforcement To The Column Or Beam 12 Mm Dia At Regular Intervals To Provide Column Or Beam Reinforcementfor Existing Structure At All Levels , Rebarring For Providing Lateral Ties To The Column Or Beam 8Mm Dia At Regular Intervals To Provide Column Or Beam Reinforcement Cage And Slab Dowels For Existing Structure At All Levels , Centering & Shuttering Including Strutting, Propping & Removal Of Forms For : , Suspended Floors, Roofs Landings, Shelves & Their Supports , Making Up Of Distressed / Loose / Cracked / Porous Carbonated, Loose Part Of Concrete Monolith Mc Silver Which Is A Free Flow, Shrinkage Compensated, High Strength Microconcrete. The Microconcrete Shall Be Mixed In A Standard Mixer. The Microconcrete Shall Have A Compressive Strength Of Min 40 Mpa @ 28 Days. Repair The Damaged Surface Of Concrete By Fixing The Form Work / Shuttering Across The Profile Of Damaged Structural Element And Pour The Free Flow Ready Mix Micro Concrete. Micro Concrete Should Be Mixed Homogeneously. For 25 Kgs Mix Water Requirement Will Be Typically 3 To 4 Litres. All Areas Of Application Shall Be Free From Oily Residues, Dust And Loose Particles. The Work Should Be Carried Out With All The Safety Measures Like Helmet, Safety Belt And Adequate Labour Insurance Under The Supervision Of Qualified Supervisor Etc…Complete.( All The Chemicals Will Be Of Krishna Conchem Products Pvt. Ltd. Or Equivalent. , Making Up Lost Section Of Concrete With Thixotropic Repair Mortar Monolith Rm Is A Ready To Use Single Component Cementitious Mortar For Repairing Concrete Structures. The Repair Mortar Shall Have A Compressive Strength Of Min 40 Mpa @ 28 Days. Mix Monolith Rm Powder With Water In The Proportion0f 160 To 190 Ml Water To 1 Kg Of Monolith Rm Powder Using A Planetary Mixer To Get A Cohesive Mortar. Apply The Mortar To The Surface And Trowel It To Restore The Surface. The Surface Should Be Free From Air Gaps, Voids Should Be In Line With Existing Surface, Including Curing, Cleaning The Area Etc. Complete.The Work Should Becarried Out With All The Safety Measures Like Helmet, Safety Belt And Adequate Labour Insurance Under The Supervision Of Qualified Supervisor. Etc...Complete ( All The Chemicals Will Be Of Krishna Conchem Products Pvt. Ltd. Or Equivalent. , Applying Epco-Kp-100, Concrete Penetrating Corrosion Inhibitor By Spray/ Brush To The Concrete So As To Maintain The Dosage Of 4 Sqmt / Lt. In One Or Two Application Etc. Complete. Incl. Cost Of Transport Etc. As Per Dir Of Eic.All The Chemicals Will Be Of Krishna Conchem Products Pvt. Ltd. Or Equivalent. , Applying One Coat Of Structural Grade Epoxy Bonding Coat (Epibond) Conforms To Astm-C-882-87 To The Prepared Concrete Surface To Be Repaired / Strengthened. This Is Applied Prior To The Application Of Polymer Repair Mortar /Microconcrete To Have Monolithic Action Between Old Concrete Surface And New Polymer Repair Mortar /Micro-Concrete. It Is Essential To Ensure That The Concrete Surface Is Free From Loose Material, Dust, Dirt, Etc., Before Applying Bonding Coat.Incl. Cost Of Transport Etc. As Per Dir Of Eic.All The Chemicals Will Be Of Krishna Conchem Products Pvt. Ltd. Or Equivalent. , Providing Tmt Steel Reinforcement Bars Of (Sail, Tata. Vizag, Jsw Steel Ltd.) )(Confirming To Is 1786 Of 1986)For Rcc Work (Conforming To I.S. 1786 Of 1986) Including Bending, Binding & Placing In Position In All The Floorsalongwith The Factory Made Precast Concrete Cover Blocks Of Specified Sizes Whose Compressive Strength Is Not Less Than That Of Surrounding Concrete In The Structural Member. , Drilling Holes Of Specified Dia., Fixing It With Pvc Nozzles, Sealing The Diaphragm With Epoxy Sealant, Epco-1010, Allow It Air Cure For Minimum 8 Hours, Cutting Nozzles After Grouting And Sealing It With Epco-1010 Etc. Complete As Directed. Injecting Low Viscous High Molecular Weight Polymer, Monopol With Pressure Created By Compressor And Epoxy Injector With Accessories. The Pressure Shall Be Not Exceeding 3-4 Kg/Cm2 . Grouting To Be Done In Cracks Till The Nozzle Refuses To Accept The Grout Or It Flows From The Adjacent Nozzles Etc. Complete.Incl. Cost Of Scaffolding Transport Etc. As Per Dir Ofeic. All The Chemicals Will Be Of Krishna Conchem Products Pvt. Ltd. Or Equivalent. , Providing And Laying In Position Ready Mixed Concrete (Rmc) With Usage Of Ordinary Portland Cement Manufactured In Fully Automatic Batching Plant And Transported To Site Of Work In Transit Mixer For A Lead Upto 10Kms Having Continuous Agitated Mixer, Manufactured As Per Mix Design Of Specified Grade For Reinforced Cement Concrete Work Including Pumping Of R.M.C., From The Transit Mixer To The Site Of Laying, Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement Including The Cost Of Admixtures In Recommended Porportions As Per Is : 9103 To Accelerate/Retard Setting Of Concrete, Improve Workability Without Imparing Strength And Durability As Per The Directions Of The Engineer-In-Charge. All Works Upto Floor V Level , M-25 Grade Of Concrete , Providing And Mixing Epco Kp 200 Of Krishna Conchem Products Pvt. Ltd. Or Approved Equivalent Concrete Penetrating Corrosion Inhibiting Ad-Mixture In The Concrete At The Rate 2 Kg Per Cum. Of Concrete. (Admixture To Be Added Into Wet Concrete As Per Manufacturers Specification) , Supplying And Fixing Glasspanes With Putty And Nails Includingremoval Of Broken Glass Panes Wherever Necessary , Glass Panes 3Mm Thick , Applying One Coat Of Corroseal Zr Which Is A Epoxy Zinc Rich Primer, On The Structural Steel Members, After Wire Brushing To Remove Loose Rust Spalls Including Cost Oftransport, Manpower, Tools, Etc. As Per Dir Of Eic.All The Chemicals Will Be Of Krishna Conchem Products Pvt. Ltd. , Applying Two Coats Of Corroseal Black Which Is A Protective Coating For Metal Structure, On The Structural Steel Members Including The Cost Oftransport, Manpower, Tools, Etc. As Per Dir Of Eic.All The Chemicals Will Be Of Krishna Conchem Products Pvt. Ltd. , 18Mm Cement Plaster In Two Coats Under Layer 12Mm Thick Cement Plaster 1:5 ( 1 Cement : 5 Coarse Sand) And Top Layer 6Mm Thick With Cement Plaster 1: 3 (1 Cement : 3 Coarse Sand) Finished With Sponge. , Centering & Shuttering Including Strutting, Propping & Removal Of Forms For Sloping Or Battering Surface (Slabs, Beams, Louvers, Etc) Including Folded Plates , Cornices & Mouldings , Carrying Of Materials By Tipper Truck Including Loading, Unloading And Stacking (Upto 8.00 Km) , Lime, Building Rubbish, Manure Sludge, Moorum Excavated Rock , Lime, Moorum, Building Rubbish , Salvage Value , Mangalore Tiles , Woodwork Rafters , Firewood , Add0.75% Consultancy Charges
Contract Date: Mar 17, 2026 Contract Value : ₹ 6.08 Crore
Government Departments No of Bidders 2
Goa View Result →
8.
New and Renewable Energy #9651238 AOC
Tender For Scheme For Seepage Treatment In The Staircase Wall Of The Ilo Gate Shaft; 1 Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, upto 25 metre 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 metre 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. 2 Surface cleaning in order to remove all contaiminants from the surface using mechanical methods like compressed air method ,inclusive of all labour ,T&p etc complete. 3 Stopping the water jet using a plugging compond which cell be applied manually . The item includes all material ,labour ,equipments ,etc complete. 4 Cutting U groove (25mm wide x25mm deep )concrete surface along the crack and cleaning thiroughly making the surface saturated dry to the satisfaction of the Engineer -in Charge at all lifts including labour , tools tackles ,scaffolding etc. 5 Filling the U groove of 25mm(w)x25mm(D)with high strength cementitious crystalline repair mortar meeting EN1504-3(2014) Class R4 for structure and nonstructural repairs including labour,T&P etc complete. 6 28 mm dia., 0.80 m deep drilling shall be done with jack hammer (grid pattern shall be of 2.0 m x 2.0 m). To avoid the cutting of reinforced bar, REBAR locator shall be used and if any bars are encountered, the drilling shall be done just near to the particular hole by hit and trail method. After drilling Mechanical Packer shall be fixed in the hole. 7 Two components Polyurethane grout shall be injected through the packers and by using the grouting pumps of capacity 10 bar. 8 28 mm dia., 0.80 m deep drilling shall be done with jack hammer (grid pattern shall be of 1.50m x 1.50 m). To avoid the cutting of reinforced bar, REBAR locator shall be used and if any bars are encountered, the drilling shall be done just near to the particular hole by hit and trail method. After drilling Mechanical Packer shall be fixed in the hole. 9 28 mm dia., 1.0 m deep drilling shall be done with jack hammer (grid pattern shall be of 0.30m x 0.30 m). To avoid the cutting of reinforced bar, REBAR locator shall be used and if any bars are encountered, the drilling shall be done just near to the particular hole by hit and trail method. After drilling Mechanical Packer shall be fixed in the hole. 10 Polyacrylic resin /Gel grout shall be injected through the packers and by using the grouting pumps of capacity 10 bar. 11 Filling of undrilled holes by crystalline mortar. 12 Two coats of Hydrophillic crystalline slurry shall be applied on entire wall surface.
Contract Date: Feb 21, 2026 Contract Value : ₹ 47.02 Lakh
Boards / Undertakings / PSU No of Bidders 2
Uttarakhand View Result →
9.
Petroleum and Natural Gas #9544088 Technical Bid
Tender For Composite Works For Ambient Air Heating System Project At Kll Dabhol; 1 PIPING-OFFSITES 2 PIPING (ABOVE GROUND) :-Transportation of all piping items from Owners storage point to work site/work shop; fabrication including cutting, edge preparation, (inclusive of grinding the edges of pipe, pipe spools, fittings, flanges etc. to match with the mating edges of uneven/different thickness wherever required); fitup, bending, preheating wherever required, welding, threading, and laying of pipes and pipe spools (spools along with supports) of all types and thickness over sleepers, overhead on racks and at all elevations, hook-ups with existing piping, connecting with equipment nozzles, strainers, steam traps, static mixers, sight flow indicators, thermal sleeve, orifice assemblies, spray nozzles, rotameters, tappings for pressure gauges, thermowells, sample connections, sample coolers, closed sample system cabinets etc. and fixing of gaskets, bolts, nuts including application of torque wherever requiredandall other inline instruments and fittings, like elbows, reducers, tees, flanges, spectacle blinds and spacer and blinds, piping specials such as mitres and fabricated fittings, vents, drains (but excluding reinforcingpads), SW valves upto 1.5 NB, Steam Supply/ Condensate Recovery stations(Cast/Fabricated), Supplyandwelding of Strip as per EIL Std 7-51-0112 to all pipes before hydro-testing at exit points of Units for earthing purpose; alignment, cleaningandflushing by water/compressed air,hydrostatic, pneumatic, vacuum, spark testing and any other type of testing as specified draining, drying by compressed air, performing Positive Material Identification(PMI) using alloy analysers, completing all such works in all respects (including preparation of isometrics as mentioned in the Scope of Work for the job) as per the specifications, drawings and instructions of Engineer-in-Charge. PMI shall be performed by third party as defined in PMI spec.Rates for tubing (if any) shall include rates for valves, fittings, all in line instruments and testing etc. Carbon steel piping includes LTCS piping also. Erectionof all inline instruments like flow instrumentsandspecialty items like static mixers, sample coolers, thermal sleeve, air mixers, exhaust head, rupture disk, flow meters, venturi tube, flame arrestor, thermal flow switch etc. except valve shall be considered as part of piping and separate payment shall not be made on this account. Note : Contractor to refer to Instrumentation SOR for specific details and rates of Instrumentation items not covered herein. 3 CARBON STEEL PIPING (NON IBR); THK. <= 10MM 4 FABRICATION (BUTT WELD- MANUAL) 5 NB UPTO 1.5 INCH 6 NB 2 INCH - 6 INCH 7 NB 8 INCH - 14 INCH 8 NB 16 INCH - 24 INCH 9 NB 26 INCH - 36 INCH 10 FABRICATION (FILLET WELD) 11 NB UPTO 1.5 INCH 12 ERECTION (OTHER THAN SPOOL) 13 NB UPTO 1.5 INCH 14 NB 2 INCH - 6 INCH 15 NB 8 INCH - 14 INCH 16 NB 16 INCH - 24 INCH 17 NB 26 INCH - 36 INCH 18 CARBON STEEL PIPING (NON IBR); THK. > 10MM AND <= 20MM 19 FABRICATION (BUTT WELD- MANUAL) 20 NB 8 INCH - 14 INCH 21 NB 16 INCH - 24 INCH 22 NB 38 INCH - 48 INCH 23 ERECTION (OTHER THAN SPOOL) 24 NB 8 INCH - 14 INCH 25 NB 16 INCH - 24 INCH 26 NB 38 INCH - 48 INCH 27 STAINLESS STEEL PIPING (NON-IBR); THK. <= 10MM 28 FABRICATION (BUTT WELD- MANUAL) 29 NB UPTO 1.5 INCH 30 NB 2 INCH - 6 INCH 31 FABRICATION (FILLET WELD) 32 NB UPTO 1.5 INCH 33 ERECTION (OTHER THAN SPOOL) 34 NB UPTO 1.5 INCH 35 NB 2 INCH - 6 INCH 36 VALVES :- Transportation of all types of valves (Including special valves and motor operatedvalves) from Owners storage points to contractors stores/worksite and installation of valvesfor all rating including assembly of valves accessories like air bottles etc, if any, fixing of gaskets bolts/nuts wherever required and performing Positive Material Identification(PMI) using alloy analysers as per specification, drawings and directions of Engineer-in-Charge. Note : For PRDS, PSVs, TSVs, Control valves, On-Off/Shutdown valvesandSelf actuating valves all details and rates shall be as per Instrumentation SOR. 37 FLANGED/WAFER VALVES INCLUDING MOV (UPTO 600#) 38 NB2.000 INCHES 39 NB3.000 INCHES 40 NB4.000 INCHES 41 NB6.000 INCHES 42 NB8.000 INCHES 43 NB 10.000 INCHES 44 NB 12.000 INCHES 45 NB 20.000 INCHES 46 NB 24.000 INCHES 47 NB 42.000 INCHES 48 SPRING SUPPORT ASSEMBLIES :- Transportation of all types of spring support assemblies from Owners storage points to contractors stores/worksite and installation of spring support assemblies for all rating including assembly, if any, fixing of gaskets bolts/nuts, welding attachments wherever required and performing Positive Material Identification(PMI) using alloy analysers as per specification, drawings and directions of Engineer-in-Charge. Contractor to ensure that travel stops are removed and spring is locked in cold load position for Hydrotest. It shall be ensured that locking devices are removed and springs are properly set at hot load position during commissioning. 49 SOR Sl. No.: 49 || PART NO: 0 || SOR NO: B861-000-16-43-PK-SOR-3001-0-0M ||ITEM NO: M21901000000 50 BOLT TENSIONING :- Carrying out tensioning of bolted joints on all types of piping as called for in EIL Specification No.6-76-0002 on already erected system including supply of all materials, recording devices, instruments etc; Providing all normal and special equipment and gadgets, skilled / un skilled labour, specialist, supervisory staff and completing the work in all respects as per specifications and instructions of engineer-in-charge. some joints may require bolt tensioning more than once, but, payment for one joint shall be made only once. 51 150# JOINTS 52 NB 12.000 INCHES 53 NB 16.000 INCHES 54 NB 18.000 INCHES 55 NB 20.000 INCHES 56 NB 24.000 INCHES 57 NB 42.000 INCHES 58 300# JOINTS 59 NB 12.000 INCHES 60 NB 24.000 INCHES 61 REINFORCING PADS FOR PIPES :- Fabrication ofreinforcingpads for pipeconnection wherever required (from pipes only suppliedbytheOwner) and erection, fitup, weldingandtesting (including DP/MP) if required of the same and performing Positive Material Identification(PMI) using alloy analysers as per the specifications, drawings and instructions ofthe Engineer-in-Charge. Note: Sizes mentioned forReinforcing Pads are for branch pipe 62 C.S REINFORCING PADS 63 NB2.000 INCHES 64 NB3.000 INCHES 65 NB6.000INCHES 66 NB8.000 INCHES 67 NB 10.000INCHES 68 NB 12.000 INCHES 69 NB 18.000INCHES 70 NB 24.000 INCHES 71 NB 28.000 INCHES 72 RADIOGRAPHY :- Performance of radiographic inspection on piping of all typesandthicknesses including providing or hiring of all necessary equipment and whatever else even though not expressly mentioned but required to perform the work as per specificationsand instructions of Engineer-in-Charge. Radiographs shall be submitted to the Engineer-in-charge. (Repeat Radiography due to defective radiograph on repaired joints due to Contractors fault and for additional radiography necessitated due to poor performance of contractors welders shall be done at contractors cost) Note: Unit for radiography quantity is Nos of circumferencial weld joints. 73 FOR JOINTS THK. <= 8MM (FOR CS OTHER THAN CLASS lV OF JOB NDE SPECIFICATION) 74 NB0.750 INCHES 75 NB1.000 INCHES 76 NB1.500 INCHES 77 NB2.000 INCHES 78 NB3.000 INCHES 79 NB4.000 INCHES 80 NB6.000 INCHES 81 FOR JOINTS THK. <= 8MM (FOR CS AS PER CLASS lV OF JOB NDE SPECIFICATION/AS/SS) 82 NB2.000 INCHES 83 FOR JOINTS ABOVE THK. 8MM 84 NB8.000 INCHES 85 NB 12.000 INCHES 86 NB 18.000 INCHES 87 NB 24.000 INCHES 88 NB 42.000 INCHES 89 DYE PENETRATION/MAGNETIC PARTICLE TEST :- Performance of magnetic particle/ dye penetrant test including supply of all necessary materials, equipment and labour for carrying out the work as per specification and directions of Engineer-in-Charge. 90 DYE PENETRANT TEST 91 MAGNETIC PARTICLE TEST 92 PIPE SUPPORTS (FROM MATERIALS SUPPLIED BY OWNER) :- Fabrication, erection(at all elevations) of pipe supports like shoes, cradles,hangers, clamps(of all sizes/thicknesses manufactured by forming method using die), turn buckles, saddles, guides,special supports, pads(including corrosion pads & protection shields), providing and welding of stiffeners as per drawings, T post etc. of all types including supply and application one coat of primer, all necessary equipments, consumables, labour,returning surplus materials and scrap etc to owners storage points and completing work as per drawings, specifications and instructions of Engineer-in-charge. Modifications/rectifications, if required; andadjustment/ alignment during precommisioning, commisioning as per the instructions ofEngineer-in-charge. Fabrication of extension of spindle for valves, provision of locking arrangement, etc. shall also be considered under this item. 93 DUMMY PIPE SUPPORTS FOR C.S (OWNER SUPPLIED) 94 DUMMY PIPE SUPPORTS FOR S.S (OWNER SUPPLIED) 95 PIPE SUPPORTS (FROM MATERIALS SUPPLIED BY CONTRACTOR) :- Fabrication, erection(at all elevations) of pipe supports like shoes, cradles,hangers, clamps(of all sizes/thicknesses manufactured by forming method using die), turn buckles, saddles, guides,special supports, pads(including corrosion pads & protection shields), providing and welding of stiffeners as per drawings, T post etc. of all types including supply and application one coat of primer, all necessary equipments, consumables, labour, and completing work as per drawings, specifications and instructions of Engineer-in-charge. Modifications/rectifications, if required; andadjustment/ alignment during precommisioning, commisioning as per the instructions ofEngineer-in-charge. Fabrication of extension of spindle for valves, provision of locking arrangement, etc. shall also be considered under this item. 96 C.S STRUCTURAL STEEL (CONTRACTOR SUPPLIED) 97 S.S STRUCTURAL STEEL (CONTRACTOR SUPPLIED) 98 DUMMY PIPE SUPPORTS FOR C.S (CONTRACTOR SUPPLIED) 99 DUMMY PIPE SUPPORTS FOR S.S (CONTRACTOR SUPPLIED) 100 WOODEN/HIGH DENSITY PUF SUPPORTS FOR COLD LINES :- Supply, shaping, positioning and fixing of cold line supports as per EIL pipe support standard having the following specifications: Wood specification:Hard wood, chemically treated with creosote under pressure. Quality of wood to conform class-I durability as per IS-3629 & Grade-I timber of Group-A withpermissible compression strength of 70 Kg/cm2 perpendicular to grains as per IS-883. PUF specifications: Density for lines upto 6 NB : 240 kg/cm3 Density for lines above 6 NB : 320 kg/cm3 101 WOODEN BLOCKS 102 HIGH DENSITY (240 Kg/Cu.M) PUF BLOCKS 103 HIGH DENSITY (320 Kg/Cu.M) PUF BLOCKS 104 CHEMICAL CLEANING/PICKLING :- Cleaning and pickling of equipment/pipeline includng preparation of circulation loop, supply of temporary piping, pumps, heater coils, gaskets, thermometer, hydrometer, valve, test coupon, spares, laboratoryfacilities, with all accessories for conducting test, chemicals, safety accessories and also providing or hiring all necessary equipment and whatever else even though not expressly mentionedhereinandinspecificaions but required to perform the work as per specifications and instructions ofEngineer-in-Charge. 105 PASSIVATION OF COOLING WATER LINES 106 NB0.500 INCHES 107 NB0.750 INCHES 108 NB1.000 INCHES 109 NB1.500 INCHES 110 NB2.000 INCHES 111 NB3.000 INCHES 112 NB4.000 INCHES 113 NB6.000 INCHES 114 NB8.000 INCHES 115 NB 10.000 INCHES 116 NB 12.000 INCHES 117 NB 14.000 INCHES 118 NB 16.000 INCHES 119 NB 18.000 INCHES 120 NB 20.000 INCHES 121 NB 24.000 INCHES 122 NB 42.000 INCHES 123 FABRICATION & ERECTION OF BLINDS/SPECTACLE BLINDS/SPACER & BLINDS ETC. :- Transportation from owners storage point to work site, fabrication and erection of blinds, spectacle blinds, spacers & blinds of all ratings from plate material of all thicknesses supplied by owner as free issue; cutting, edge preparation, rolling, fit up, welding, cleaning, testing (hydrotesting, MP/DP, radiography), wherever required bolts nuts & gaskets including supply of necessary equipment, consumables, labour etc as per standards / specifications and directions of Engineer-in-charge 124 BLINDS 125 NB0.750 INCHES 126 NB1.000 INCHES 127 NB1.500 INCHES 128 NB2.000 INCHES 129 NB3.000 INCHES 130 NB4.000 INCHES 131 NB6.000 INCHES 132 NB8.000 INCHES 133 NB 12.000 INCHES 134 NB 24.000 INCHES 135 NB 42.000 INCHES 136 SPECTACLE BLINDS 137 NB2.000 INCHES 138 NB3.000 INCHES 139 SPACERS & BLINDS 140 NB 24.000 INCHES 141 NB 42.000 INCHES 142 SUPPLY OF STUDS ALONG WITH NUTS: Supply as per Technical Notes for Fasteners (6-44-0057) from Vendor enlisted in Project Master Supplier List of Studs along with two nutsfor diameter < 1 and 3 nuts for diamemter >= 1of nuts, as per the direction of Engineer in-charge. All Alloy steel fasteners used in SS Piping shall be Hot Dip Galvanized. 143 AS FASTENERS(ASTM A193 GR.B7/B7M/A194 GR.2H/2HM) 144 MODIFICATION/EXTRA WORKS (IF ANY) :- Cutting, bevelling, fitup, welding of different sizes of CS/AS/SS/Higher Alloy piping of all types and thicknessess in shop, in position, on ground/overhead on rack and at all elevations; transportation of pipes, fittings, flanges etc from owners storage point to work site/ work shop, making necessary scaffoldings, consumables, machinery, tools, tackles, labour and supervision including attending repairs for completing the work as per the instruction of Engineer-in-charge. 145 FLAME CUTTING C.S PIPINGIBR/NON IBR 146 HACKSAW CUTTING C.S PIPINGIBR/NON IBR 147 BEVELLINGC.S PIPINGIBR/NON IBR 148 FITUP & WELDINGC.S PIPINGIBR/NON IBR 149 FLAME CUTTINGS.S PIPINGIBR/NON IBR 150 HACKSAW CUTTINGS.S PIPINGIBR/NON IBR 151 BEVELLINGS.S PIPINGIBR/NON IBR 152 FITUP & WELDINGS.S PIPINGIBR/NON IBR 153 REMOVAL ERECTED PIPING(ABOVE GROUND) :- Removal of piping existing/ erected including SW valves for modification as required as per Drawings/P and IDs/instructions of Engineer-in-charge at all elevations, including providing assistance to owner for draining, cleaning and purging of the lines to be removed , unbolting of flanged joints /cutting of pipe lines wherever required, installation of flanges and blind flanges, removal of insulation from insulated lines, removing supports, steam tracers, all fittings and flanges, instruments etc, cutting of pipes in appropriate length for transporting purposes, cleaning, flushing, drying and transporting all materials to storage point(within the complex battery limits) designated by Owner/EIL including stacking of material and disposing of waste etc as instructed by Engineer-in-charge. 154 C.S/A.S PIPING 155 S.S PIPING 156 REMOVAL OF ERECTED VALVES (ABOVE GROUND) :- Removal of all types and ratings of valves by unbolting, cutting etc. as required, cleaning by flushing with water/air etc. asrequiredand transportation of the same to Owners storage point (within thecomplex battery limits) and stacking as per instructions of Engineer-in-Charge. 157 VALVES OTHER THAN CONTROL VALVES 158 NB0.500 INCHES 159 NB0.750 INCHES 160 NB1.000 INCHES 161 NB1.500 INCHES 162 NB2.000 INCHES 163 NB3.000 INCHES 164 NB4.000 INCHES 165 NB6.000 INCHES 166 NB8.000 INCHES 167 NB 10.000 INCHES 168 NB 12.000 INCHES 169 NB 24.000 INCHES 170 NB 42.000 INCHES 171 LOW FRICTION PADS: Supply, fabrication and fixing of low friction pads with suitable bonding materials / fasteners, as specified in Drawings / Isometrics / Special support sketches. 172 TEFLON PAD WITH COMPRESSIVE STRENGTH (0.25 OFFSET) :1870 PSI 173 GRAPHITE PAD WITH COMPRESSIVE STRENGTH : 2877 PSI 174 PRE-COMMISSIONING / COMMISSIONING ASSISTANCE : Carrying out Pre-commissioning / Commissioning activities such as dropping the valves, control valves and spool pieces, air and water flushing and air-blasting, steam blowing, air drying, re-installing the valves, control valves and spool pieces, leak testing etc. as per pre-commissioning / commissioning specification/ procedure and instruction of Engineer-in-charge including supply of necessary hand tools, equipments/ machinery, consumables (electrodes, filler wire, gas, card board, target plate, scaffolding etc. wherever required) and with single point responsibility of Contractors supervision.Note : This manpower will be utilized forPre-commissioning & Commissioning requirement over and above that already described elsewhere in this SOR.One Man day is 12 hour duty. 175 SKILLED (WITH HAND TOOLS, EQUIPMENT/MACHINERY, CONSUMABLES) 176 SEMI SKILLED (WITH HAND TOOLS) 177 HELPER/ UNSKILLED 178 PIPE DAVITS :Supply, fabrication & erection of pipe davits as per EIL std. 7-12-023 for lowering of aircooler motors/safety valves from structural platforms, fixing the same to platforms, inspection as per specs., supply of all necessary materials, equipment, consumables, labour,supervision etc. The work shall be carried out as per the specifications, drawings & instruction of engineerincharge. 179 SOR Sl. No.: 179 || PART NO: 0 || SOR NO: B861-000-16-43-PK-SOR-3001-0-0M ||ITEM NO: M25201000000 180 SUPPLY OF BULK PIPING ITEMS :- Procurement andsupply of following bulk piping items to site/ownersstorage, transportation to work site/fabrication shop.Procurement shall be done as per EIL specifications andfrom Client/EIL approved suppliers.Contractor shall establish quantities from drawingsconsidering wastage, cutting allowance, escalation &spares required by Client 181 PIPES 182 PIPE, B-36.10, ASTM A 106 GR.B, PE, SEAMLESS, 0.5 INCH, S160 183 PIPE, B-36.10, ASTM A 106 GR.B, PE, SEAMLESS, 0.75 INCH, S160 184 PIPE, B-36.10, ASTM A 106 GR.B, PE, SEAMLESS, 1.0 INCH, XS 185 PIPE, B-36.10, ASTM A 106 GR.B, PE, SEAMLESS, 1.5 INCH, XS 186 PIPE, B-36.19, ASTM A 312 TP304, PE, SEAMLESS, 0.5 INCH, 80S 187 PIPE, B-36.19, ASTM A 312 TP304, PE, SEAMLESS, 0.75 INCH, 80S 188 PIPE, B-36.19, ASTM A 312 TP304L, PE, SEAMLESS, 0.75 INCH, 80S 189 FLANGES 190 FLNG.SW, B-16.5, ASTM A 105, 300, RF/125AARH, 1.0 INCH, XS 191 FLNG.SW, B-16.5, ASTM A 105, 300, RF/125AARH, 1.5 INCH, XS 192 FLNG.WN, B-16.5, ASTM A 105, 150, RF/125AARH, 0.75 INCH, S160 193 FLNG.WN, B-16.5, ASTM A 105, 150, RF/125AARH, 1.0 INCH, XS 194 FLNG.WN, B-16.5, ASTM A 105, 150, RF/125AARH, 1.5 INCH, XS 195 FLNG.WN, B-16.5, ASTM A 182 GR.F304, 150, RF/125AARH, 0.75 INCH, 80S 196 FLNG.BLIND, B-16.5, ASTM A 105, 150, RF/125AARH, 0.75 INCH 197 FLNG.BLIND, B-16.5, ASTM A 105, 150, RF/125AARH, 1.0 INCH 198 FLNG.BLIND, B-16.5, ASTM A 105, 150, RF/125AARH, 1.5 INCH 199 FLNG.BLIND, B-16.5, ASTM A 105, 300, RF/125AARH, 1.0 INCH 200 FLNG.BLIND, B-16.5, ASTM A 182 GR.F304, 150, RF/125AARH, 0.75 INCH 201 FITTINGS 202 ELBOW.90, B-16.11, ASTM A 105, SW, 3000, 1.0 INCH 203 ELBOW.90, B-16.11, ASTM A 105, SW, 3000, 1.5 INCH 204 ELBOW.90, B-16.11, ASTM A 105, SW, 6000, 0.75 INCH 205 ELBOW.90, B-16.11, ASTM A 182 GR.F304L, SW, 3000, 0.75 INCH 206 T.EQUAL, B-16.11, ASTM A 105, SW, 3000, 1.5 INCH 207 T.EQUAL, B-16.11, ASTM A 182 GR.F304L, SW, 3000, 0.75 INCH 208 T.RED, B-16.11, ASTM A 105, SW, 3000, 1.5 INCH, 0.75 INCH 209 SWAGE.CONC, BS-3799, ASTM A 105, PBE, 0.75 INCH, S160, 0.5 INCH, S160 210 CPLNG.FULL, B-16.11, ASTM A 105, SW, 3000, 1.0 INCH 211 CPLNG.FULL, B-16.11, ASTM A 182 GR.F304L, SW, 3000, 0.75 INCH 212 CPLNG.HALF, B-16.11, ASTM A 105, SW, 3000, 1.0 INCH 213 CPLNG.HALF, B-16.11, ASTM A 105, SW, 3000, 1.5 INCH 214 CPLNG.HALF, B-16.11, ASTM A 105, SW, 6000, 0.75 INCH 215 CPLNG.HALF, B-16.11, ASTM A 182 GR.F304, SW, 3000, 0.75 INCH 216 CPLNG.LH, B-16.11, ASTM A 105, SW, 3000, 1.5 INCH 217 VALVES 218 VLV.GATE, SHEET 51001, 0.5 INCH 219 VLV.GATE, SHEET 51001, 0.75 INCH 220 VLV.GATE, SHEET 51001, 1.0 INCH, LOCK OPEN 221 VLV.GATE, SHEET 51001, 1.0 INCH 222 VLV.GATE, SHEET 51001, 1.5 INCH, LOCK OPEN 223 VLV.GATE, SHEET 51001, 1.5 INCH 224 VLV.GATE, SHEET 51007, 0.75 INCH 225 VLV.GATE, SHEET 51045, 0.5 INCH 226 VLV.GATE, SHEET 51045, 0.75 INCH 227 VLV.GLOBE, SHEET 52001, 1.0 INCH 228 VLV.GLOBE, SHEET 52007, 1.0 INCH 229 VLV.CHECK, SHEET 53001, 1.0 INCH 230 VLV.CHECK, SHEET 53007, 1.0 INCH 231 VLV.CHECK, SHEET 53050, 0.75 INCH 232 GASKETS 233 GASKET, B-16.20-ANSI B16.5, SP.WND SS316+GRAFIL+ I RING, SPIRAL, 150, 0.75 INCH 234 GASKET, B-16.20-ANSI B16.5, SP.WND SS316+GRAFIL+ I RING, SPIRAL, 150, 1.0 INCH 235 GASKET, B-16.20-ANSI B16.5, SP.WND SS316+GRAFIL+ I RING, SPIRAL, 150, 1.5 INCH 236 GASKET, B-16.20-ANSI B16.5, SP.WND SS316+GRAFIL+ I RING, SPIRAL, 300, 1.0 INCH 237 GASKET, B-16.20-ANSI B16.5, SP.WND SS316+GRAFIL+ I RING, SPIRAL, 300, 1.5 INCH 238 FASTENERS 239 BOLT.STUD WITH 2 NUTS, B-18.2, A193 GR.B7, A194 GR.2H, 0.5 INCH X 2.5 INCH 240 BOLT.STUD WITH 2 NUTS, B-18.2, A193 GR.B7, A194 GR.2H, 0.5 INCH X 2.75 INCH 241 BOLT.STUD WITH 2 NUTS, B-18.2, A193 GR.B7, A194 GR.2H, 0.625 INCH X 3.0 INCH 242 BOLT.STUD WITH 2 NUTS, B-18.2, A193 GR.B7, A194 GR.2H, 0.625 INCH X 3.25 INCH 243 BOLT.STUD WITH 2 NUTS, B-18.2, A193 GR.B7, A194 GR.2H, 0.625 INCH X 3.5 INCH 244 BOLT.STUD WITH 2 NUTS, B-18.2, A193 GR.B7, A194 GR.2H, 0.625 INCH X 3.75 INCH 245 BOLT.STUD WITH 2 NUTS, B-18.2, A193 GR.B7, A194 GR.2H, 0.625 INCH X 4.0 INCH 246 BOLT.STUD WITH 2 NUTS, B-18.2, A193 GR.B7, A194 GR.2H, 0.75 INCH X 3.5 INCH 247 BOLT.STUD WITH 2 NUTS, B-18.2, A193 GR.B7, A194 GR.2H, 0.75 INCH X 4.0 INCH 248 BOLT.STUD WITH 2 NUTS, B-18.2, A193 GR.B7, A194 GR.2H, 0.75 INCH X 4.25 INCH 249 BOLT.STUD WITH 2 NUTS, B-18.2, A193 GR.B7(HDG), A194 GR.2H(HDG), 0.5 INCH X 2.5 INCH 250 BOLT.STUD WITH 2 NUTS, B-18.2, A193 GR.B7(HDG), A194 GR.2H(HDG), 0.625 INCH X 3.25 INCH 251 CLOSE PROXIMITY RADIOGRAPHY:-Performance of radiographic inspection on piping of all types & thicknesses includingproviding or hiring of all necessary equipment and whatever else even though notexpressly mentioned but required to perform the work as per specification andinstructions of Engineer-in-Charge by using SELENIUM& IRIDIUM source basedradiography system. Radiography shall be submitted tothe Engineer-in-charge.(Repeat Radiography due todefective radiograph on reparired joints due toContractors fault and for additional radiographynecessitated due to poor performance of contractorswelders shall be done at contractors cost).Note: Unit for radiography quantity is Nos ofcircumferencial weld joints, and rates are also inclusive of scaffoldings wherverrequired. 252 FOR JOINTS THK. <= 8MM (FOR CS OTHER THAN CLASS lV OF JOB NDE SPECIFICATION) 253 NB0.750 INCHES 254 NB1.000 INCHES 255 NB1.500 INCHES 256 NB2.000 INCHES 257 NB3.000 INCHES 258 NB4.000 INCHES 259 NB6.000 INCHES 260 FOR JOINTS THK. <= 8MM (FOR CS AS PER CLASS lV OF JOB NDE SPECIFICATION/AS/SS) 261 NB2.000 INCHES 262 FOR JOINTS ABOVE THK. 8MM 263 NB8.000 INCHES 264 NB 12.000 INCHES 265 NB 18.000 INCHES 266 NB 24.000 INCHES 267 Supply,fabrication and fixing of low friction pad (SS 304 mirror finish) with suitablebonding material/ fasteners as specified in drawing/documents/special supportsketches/isometrics/Gads etc. 268 STAINLESS STEEL 6 MM THK WITH MIRROR FINISH SS304 269 External Chemical Cleaning and Passivation of SSWelds:External chemical cleaning and pickling of SS welds as per latest approved pipingdrawings and as per Job Specification B861-000-06-42-CCS-011. Work shall includesupply of all chemicals, temporary facilities with all accessories for conducting test,safety accessories and also providing or hiring all necessary equipment and whateverelse even though not expressly mentioned herein and in specifications but required toperform the work as per specifications and instructions of Engineer-in-Charge.(Unit ofmeasurement- No. of Joints) 270 NB0.500 INCHES 271 NB0.750 INCHES 272 NB1.000 INCHES 273 NB1.500 INCHES 274 NB2.000 INCHES 275 PAINTING (OFFSITES) :- Supply of paints and primers, preparation of surfaces and application of primer and finish paints, identification (Line numbering), lettering, colour bands, colour coding etc. as specified including rubdown and touch up of shop primer wherever required, providing scaffolding for all heights, labour, material, tools and tackles, consumables supervision etc. to complete the work in all respects as per EIL painting spec., drawings and direction of Engineer-in-Charge for all types of uninsulated piping and insulated piping as specified including all pipes, fittings, flanges, supports, valves etc. Surface preparation by blast cleaning and application of first coat of primer (inorganic zinc silicate, F9) shall be done in fabrication yard prior to erection. For insulated piping wherever blast cleaning with no primer application is specified, in such cases finish paints shall also be applied inthe fabrication yard.The identification marks of the piping and joints shall be noted before blasting and the same shall be transferred on primed surface with Polyurethane paint (F2) or as per the instructions of Engineer-in-Charge. Notes: 1. All joints (fabricationas well as erection joints) shall be left unpainted till hydrotesting. 2. No extra payment shall be made for identification (line numbering etc.) of insulated and uninsulated lines. 276 SURFACE PREP, PRIMER & FINISH COAT FOR CS, AS & LTCS BARE SURFACES FORENVIRONMENT AS PER JOB SPEC B861-000-06-42-PLS-01 277 DESIGN TEMP GROUP: -16 TO 80(DEG C)SURFACE PREPARATION:SSPC-SP-10;1coat of F-9 @ 65-75µ DFT/coat, PRIMER: 1 coat of P-6 @ 40µ DFT/coat, FINISH COAT: 2 coats of F-6B @ 100µ DFT/coat + 1 coat of F-2 @ 40µ DFT/coat (2x100 + 40= 240). Total DFT = 345-355. 278 PIPES 279 NB: .5Inches 280 NB: .75 Inches 281 NB: 1 Inches 282 NB: 1.5 Inches 283 NB: 2 Inches 284 NB: 3 Inches 285 NB: 4 Inches 286 NB: 6 Inches 287 NB: 8 Inches 288 NB: 12Inches 289 VALVES 290 NB: .5Inches 291 NB: .75 Inches 292 NB: 1 Inches 293 NB: 1.5 Inches 294 NB: 2 Inches 295 NB: 3 Inches 296 NB: 4 Inches 297 NB: 6 Inches 298 NB: 8 Inches 299 NB: 12Inches 300 SURFACE PREP, PRIMER &FINISH COAT FOR CS & LTCS INSULATED SURFACES FOR ALLENVIRONMENT AS PER JOB SPEC B861-000-06-42-PLS-01 301 DESIGN TEMP GROUP: -45 TO 125(DEG C)SURFACE PREPARATION: SSPC-SP-10;1 coat of F-15 @ 75µ DFT/coat, PRIMER: None, FINISH COAT: 2 coats of F-15 @ 75µ DFT/coat. Total DFT = 225 302 PIPES 303 NB: .5Inches 304 NB: .75 Inches 305 NB: 1 Inches 306 NB: 1.5 Inches 307 NB: 2 Inches 308 NB: 3 Inches 309 NB: 4 Inches 310 NB: 6 Inches 311 NB: 8 Inches 312 NB: 12Inches 313 NB: 18Inches 314 NB: 24Inches 315 NB: 28Inches 316 NB: 36Inches 317 NB: 42Inches 318 VALVES 319 NB: .5Inches 320 NB: .75 Inches 321 NB: 1 Inches 322 NB: 1.5 Inches 323 NB: 2 Inches 324 NB: 3 Inches 325 NB: 4 Inches 326 NB: 6 Inches 327 NB: 8 Inches 328 NB: 12Inches 329 NB: 18Inches 330 NB: 24Inches 331 NB: 42Inches 332 SURFACE PREP, PRIMER & FINISH COAT FOR CS, AS & LTCS BARE SURFACES FOR ENVIRONMENT AS PER JOB SPEC B861-000-06-42-PLS-01 333 DESIGN TEMP GROUP: -45 TO -15(DEG C)SURFACE PREPARATION:SSPC-SP-10; 1 coat of F-9 @ 65-75µ DFT/ coat. Total DFT = 65-75. 334 PIPES 335 NB0.50 INCHES 336 NB0.750 INCHES 337 NB1.000 INCHES 338 NB1.500 INCHES 339 NB2.000 INCHES 340 NB3.000 INCHES 341 NB4.000 INCHES 342 NB6.000 INCHES 343 NB12.000 INCHES 344 VALVES 345 NB0.50 INCHES 346 NB0.750 INCHES 347 NB1.000 INCHES 348 NB1.500 INCHES 349 NB2.000 INCHES 350 NB3.000 INCHES 351 NB4.000 INCHES 352 NB6.000 INCHES 353 NB12.000 INCHES 354 *************************************************************** LEGENDS / NOTES FOR INSULATION WORKS***************************************************************** Types of Insulation :CC =Cold Conservation Insulation SC =Surface Condensation InsulationH = Heat Conservation InsulationCPP =Cold Personal protectionHPP = Hot Personnel Protection Insulation** Basic Line Surface Materials:CS = Carbon Steel (Including LT Carbon Steel)AS = Alloy SteelSS = Stainless Steel ** Notes : 1. For Insulation specification, refer Job specification for Insulation of Piping and Equipment, B861-000-06-43-IL-S001*************************************************************** 355 COLD INSULATION (OFFSITES) Providing thermal insulation including supply of all insulating andancillary materials, Aluminium foil for SS surfaces, vapour barrier, weather protective coverings, consumables and other necessary materials , testing of materials as required , including transportation of materials to work site, duly inspected by 3rd party inspector(Llyods/BV/DNV or any other Client approved party) at manufacturers shop & sample check/inspection at site by EIL Construction inspector,applying insulation on surfaces as specified including all preparatory works there on, binding, tying, lacing, stitching and/or otherwise securing , finishing with cladding as per spec., providing bolts, rivets, and self tapping screws wherever specified , providing inspection windows, end seals for flanges etc., colour coding and identification. Providing steel scaffolding, all tools , tackles , equipments etc. , labour, supervision and completing the work in all respect, at all heights as per drawings , specifications and instructions ofEngineer-in-charge. (Refer Legend for applicable EIL specification) 356 INSULATION MATERIAL : PREFORMED POLYISOCYANURATE RIGID FOAM(PIR) 357 INSULATION TYPE : CC; SURFACE MATERIAL : CS & AS; OPERATING TEMP. RANGE : UPTO -45 (DEG C); INSULATION MATERIAL : PREFORMED POLYISOCYANURATE RIGID FOAM(PIR) 358 PIPES 359 NB 00.75 INCHES; THICKNESS25 MM 360 NB 01.00INCHES; THICKNESS25 MM 361 NB 01.50 INCHES; THICKNESS50 MM 362 NB 02.00 INCHES; THICKNESS50 MM 363 NB 06.00INCHES; THICKNESS50 MM 364 NB 08.00INCHES; THICKNESS50 MM 365 NB 012.000INCHES; THICKNESS60 MM 366 NB 018.000INCHES; THICKNESS60 MM 367 NB 24.00 INCHES; THICKNESS60 MM 368 NB 28.00 INCHES; THICKNESS60 MM 369 NB 42.00 INCHES; THICKNESS60 MM 370 FLANGE ASSEMBLIES 371 NB 00.75INCHES; THICKNESS25 MM 372 NB 01.00INCHES; THICKNESS25 MM 373 NB 01.50 INCHES; THICKNESS50 MM 374 NB 02.00INCHES; THICKNESS50 MM 375 NB 06.00INCHES; THICKNESS50 MM 376 NB 08.00INCHES; THICKNESS50 MM 377 NB 012.000INCHES; THICKNESS60 MM 378 NB 018.000INCHES; THICKNESS60 MM 379 NB 24.00 INCHES; THICKNESS60 MM 380 NB 42.00 INCHES; THICKNESS60 MM 381 BLIND FLANGE ASSEMBLIES 382 NB 00.75 INCHES; THICKNESS25 MM 383 NB 08.00 INCHES; THICKNESS50 MM 384 VALVE ASSEMBLIES 385 NB 00.75 INCHES; THICKNESS25 MM 386 NB 01.00INCHES; THICKNESS25 MM 387 NB 01.50INCHES; THICKNESS50 MM 388 NB 02.00 INCHES; THICKNESS50 MM 389 NB 06.00INCHES; THICKNESS50 MM 390 NB 08.00 INCHES; THICKNESS50 MM 391 NB 012.000INCHES; THICKNESS60 MM 392 NB 018.000INCHES; THICKNESS60 MM 393 NB 24.00 INCHES; THICKNESS60 MM 394 NB 42.00 INCHES; THICKNESS60 MM 395 INSULATION TYPE : SC; SURFACE MATERIAL : CS & AS; OPERATING TEMP. RANGE : UPTO -45 (DEG C); INSULATION MATERIAL : PREFORMED POLYISOCYANURATE RIGID FOAM(PIR) 396 PIPES 397 NB 00.50 INCHES; THICKNESS25 MM 398 NB 00.75 INCHES; THICKNESS25 MM 399 NB 01.00 INCHES; THICKNESS25 MM 400 NB 01.50 INCHES; THICKNESS25 MM 401 NB 02.00 INCHES; THICKNESS25 MM 402 NB 03.00 INCHES; THICKNESS25 MM 403 NB 04.00 INCHES; THICKNESS40 MM 404 NB 06.00 INCHES; THICKNESS25 MM 405 NB 06.00 INCHES; THICKNESS40 MM 406 NB 08.00 INCHES; THICKNESS25 MM 407 NB 08.00 INCHES; THICKNESS40 MM 408 NB 12.00 INCHES; THICKNESS40 MM 409 NB 18.00 INCHES; THICKNESS40 MM 410 NB 24.00 INCHES; THICKNESS40 MM 411 NB 24.00 INCHES; THICKNESS50 MM 412 NB 28.00 INCHES; THICKNESS50 MM 413 NB 42.00 INCHES; THICKNESS50 MM 414 FLANGE ASSEMBLIES 415 NB 00.50INCHES; THICKNESS25 MM 416 NB 00.75INCHES; THICKNESS25 MM 417 NB 01.00INCHES; THICKNESS25 MM 418 NB 01.50 INCHES; THICKNESS25 MM 419 NB 02.00 INCHES; THICKNESS25 MM 420 NB 03.00INCHES; THICKNESS25 MM 421 NB 04.00INCHES; THICKNESS40 MM 422 NB 06.00 INCHES; THICKNESS25 MM 423 NB 06.00 INCHES; THICKNESS40 MM 424 NB 08.00INCHES; THICKNESS25 MM 425 NB 08.00INCHES; THICKNESS40 MM 426 NB 12.00 INCHES; THICKNESS40 MM 427 NB 018.000INCHES; THICKNESS40 MM 428 NB 24.00 INCHES; THICKNESS40 MM 429 NB 24.00 INCHES; THICKNESS50 MM 430 NB 42.00 INCHES; THICKNESS50 MM 431 BLIND FLANGE ASSEMBLIES 432 NB 00.75 INCHES; THICKNESS25 MM 433 NB 01.00 INCHES; THICKNESS25 MM 434 NB 01.50 INCHES; THICKNESS25 MM 435 NB 02.00 INCHES; THICKNESS25 MM 436 NB 08.00 INCHES; THICKNESS40 MM 437 NB 24.00 INCHES; THICKNESS50 MM 438 VALVE ASSEMBLIES 439 NB 00.50 INCHES; THICKNESS25 MM 440 NB 00.75 INCHES; THICKNESS25 MM 441 NB 01.00 INCHES; THICKNESS25 MM 442 NB 01.50 INCHES; THICKNESS25 MM 443 NB 02.00 INCHES; THICKNESS25 MM 444 NB 03.00 INCHES; THICKNESS25 MM 445 NB 04.00 INCHES; THICKNESS40 MM 446 NB 06.00INCHES; THICKNESS25 MM 447 NB 06.00INCHES; THICKNESS40 MM 448 NB 08.00 INCHES; THICKNESS25 MM 449 NB 08.00 INCHES; THICKNESS40 MM 450 NB 12.00 INCHES; THICKNESS40 MM 451 NB 018.000INCHES; THICKNESS40 MM 452 NB 24.00 INCHES; THICKNESS40 MM 453 NB 24.00 INCHES; THICKNESS50 MM 454 NB 42.00 INCHES; THICKNESS50 MM 455 ELECTRICAL WORKS 456 Design, detailed engineering, preparation of documents, manufacture, procurement of materials and bought out components, assembly at shop, inspection, testing at manufacturers works, preparation of graphics for the total microprocessor based analogue addressable type fire detection & alarm system including supply of required software, packing, delivery of the following, including supply of all commissioning spares & special tools and tackles, erection material & documentation as per the enclosed EIL standard specifications, scope of work/job specification, data sheets etc. and other codes and standards attached or referred. 457 8-loop microprocessor based DGFAP with HMI with battery &charger (refer block diagram) 458 Microprocessor based Repeater panel with battery and charger (refer block diagram) 459 Multi - sensor type addressable detectors with junction boxes for safe area 460 Intrinsically safeHeat Detector-addressable type 461 Addressable Linear Beam detectors with transmitter, receiver, reflector for safe area. 462 Zener barrier 463 Outdoor weather proof addressable Break Glass Unit (BGU)/Manual call point (IP-65)in safe area. 464 Indoor addressable Break Glass Unit (BGU) in safe area. 465 Addressable type electronic hooter with minimum 6W output 466 Wall mounting type one faced exit signs suitable for indoor location 467 Ceiling mounting type double faced exit signs suitable for indoor location 468 Weather proof (IP-65) Fault Isolating Modules for loops connecting outdoor break glass units 469 Fault Isolating Modules for loops connecting indoor break glass units/detectors/hooters etc. 470 Control modules with integral junction box installed within loop 471 Input Module with integral junction box installed within loop 472 Industrial type 5 km diametrical range siren with Siren control & starter panel 473 Response indicator for rooms and concealed area for Addressable Fire alarm system 474 Hooter acknowledge Box 475 Providing training for TWO Nos. OWNERs Engineers for a period of 4 days at manufacturer works for Fire Alarm system 476 Providing training for FIVE Nos. OWNERs Engineers at site for the complete fire alarm system 477 Mandatory spares for Fire Alarm system as perCl.6.1 (Mandatory spares), sr.no.15 of EDB document no. B861-000-16-50-EDB-1001 478 Supply, inspection at shop, delivery at site of safe area weatherproof/ indoor push button type desktop/ wallmounting type Analogue caller ID telephone handsets (corded landline phones) with numeric key pad and redialling facility complete with all accessories including all labour and materail. as per approved drawings, specifications of this tender and directions of Engineer-in-ChargeExisting exchange distribution boxes make is ADC Krone, UK 479 Supply, inspection at shop, delivery at site of safe area weatherproof/ indoor push button type desktop/ wall mounting type Analogue non caller ID telephone handsets complete with all accessories including all labour and materail. as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.Existing exchange distribution boxes make is ADC Krone, UK 480 Installation, testing and commissioning of safe area weatherproof/ indoor push button type desktop/ wall mounting type telephone handsets complete with all accessories including all labour and materail. as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 481 Design, detailed engineering, manufacture, preparation of documents, procurement of materials and bought out components, assembly at shop, inspection, testing at manufacturers works, packing, supply & delivery of plant communication system supply of all commissioning spares and special tools & tackles, erection & installation material & documentation as per the enclosed EIL specifications, Job specifications/scope of work, datasheets etc and other codes & standards attached or referred. 482 Desktop type Master Call Station (Central Control Unit withMain Master Control Controller with Gooseneck MIC and All Call & Inter-MCD Call facility) with 24 keys suitable for connection with existing 16 Way Microprocessor based Central Control Exchange of DD Electronic Equipment’s PVT Ltd make.Make & model no. of Desktop type Master call station shall be same/ similar make as that of existing.Existing make is DD Electronic Equipment’s PVT Ltd with Model No: LDD8950/20 483 480W BOOSTER AMPLIFIER UNIT including all accessories such as zonal relay cards, IOs, interconnection cables etc. suitable for integration with existing exchange of make DD equipments. Make & Model no. of Booster amplifier unit shall be same/similar make as that of existing.Existing make is BOSCH with Model No: LBD 1938 484 Weather proof IP-65 loud speaker 15/20 Watt suitable for integration with existing exchange of make DD equipments. Make & Model no. of Booster amplifier unit shall be same/similar make as that of existing. Existing make & model no. is Make – DNH ; Model - HS15T 485 Supply, installation and connection of CU earth plates ( 380x45x10) size, complete with anchor bolts, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in- Charge. 486 Unit Rates for UPS ACDB feeders/components 487 Supply, mounting & wiring of fully equipped outgoing feeder 230V SFU upto 32 A with Isolation Transformer 488 Supply, mounting & wiring of fully equipped outgoing feeder 230V SFU 63 A with Isolation Transformer 489 Supply, mounting & wiring of fully equipped outgoing feeder 230V SFU 100 A with Isolation Transformer 490 Supply, mounting & wiring of fully equipped outgoing feeder 230V SFU upto 32 A without Isolation Transformer 491 Supply, mounting & wiring of fully equipped outgoing feeder 230V SFU 63 A without Isolation Transformer 492 Supply, mounting & wiring of fully equipped outgoing feeder 230V SFU 100 A without Isolation Transformer 493 supply& connection of 300A, 230V ACDB Vertical Empty Panel along with bus bar 494 Supply, mounting & wiring of Fully equipped outgoing feeder (230V SFU 16 A with 230/240V step up transformer) 495 Supply, mounting & wiring of Fully equipped outgoing feeder (230V SFU 32 A with 230/240V step up transformer) 496 Supply, mounting & wiring of Fully equipped outgoing feeder (230V SFU 63 A with 230/240V step up transformer) 497 Supply, mounting & wiring of 100A switch 498 Supply, mounting & wiring of 63A switch 499 Supply, mounting & wiring of 32A switch 500 Supply, mounting & wiring of 100A semiconducting fuse 501 Supply, mounting & wiring of 63A semiconducting fuse 502 Supply, mounting & wiring of 32A semiconducting fuse 503 Supply, mounting & wiring of 100A HRC fuse 504 Supply, mounting & wiring of 63A HRC fuse 505 Supply, mounting & wiring of 32A HRC fuse 506 Supply, mounting & wiring of 6 kVA 230V/230V Isolating Transformer 507 Supply, mounting & wiring of 5 kVA 230V/230V Isolating Transformer 508 Supply, mounting & wiring of 4 kVA 230V/230V Isolating Transformer 509 Supply, mounting & wiring of 3 kVA 230V/230V Isolating Transformer 510 Supply, mounting & wiring of 2 kVA 230V/230V Isolating Transformer 511 Supply, mounting & wiring of 1 kVA 230V/230V Isolating Transformer 512 Unit rates for 110V DCDB feeders/components 513 supply& connection of 350A, 110V DCDB Vertical Empty Panel along with bus bar 514 Supply, mounting & wiring of 63A, 110V DC SFU fully equipped outgoing feeder 515 Supply, mounting & wiring of 32A, 110V DC SFU fully equipped outgoing feeder 516 Supply, mounting & wiring of 16A, 110V DC SFU fully equipped outgoing feeder 517 Supply, mounting & wiring of 32A, 110V DC SFC (switch fuse+ contactor) fully equipped outgoing feeder 518 Supply, mounting & wiring of 16A, 110V DC SFC (switch fuse+ contactor) fully equipped outgoing feeder 519 Supply, mounting & wiring of 100A, 110V DC Switch 520 Supply, mounting & wiring of 63A, 110V DC Switch 521 Supply, mounting & wiring of 32A, 110V DC Switch 522 Supply, mounting & wiring of 16A, 110V DC Switch 523 Supply, mounting & wiring of 100A, 110V DC fuse Link 524 Supply, mounting & wiring of 63A, 110V DC fuse Link 525 Supply, mounting & wiring of 32A, 110V DC fuse Link 526 Supply, mounting & wiring of 16A, 110V DC fuse Link 527 Supply, mounting & wiring of 100A, 110V DC contactor 528 Supply, mounting & wiring of 63A, 110V DC contactor 529 Supply, mounting & wiring of 32A, 110V DC contactor 530 Supply, mounting & wiring of 16A, 110V DC contactor 531 TRANSFORMERS 532 Installation of transformers of the following ratings excluding the construction of foundation, includingtransportation from store/yard to site at the place of installation, unpacking, positioning in place, site assembly of loosely furnished accessories, including connection of auxiliary circuits, topping up with oil and testing of oil with contractors own test equipment, including fixing of nuts and bolts etc., including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 533 2 Winding ONAN outdoor transformer with off circuit tap changer. 11 kV/ .433 kV2.5 MV·A 534 2 Winding ONAN outdoor transformer with off circuit tap changer. 11 kV/ .433 kV1.6 MV·A 535 2 Winding ONAN/ONAF outdoor transformer with OLTC. 11 kV/ 6.9 kV6.3 MV·A 536 Filtration of transformer oil by stream line filter machine provided by the contractor for improving the insulation strength of oil to the required strength,including all labour and materials,specifications of this tender and directions of Engineer-in-Charge.(Excluding the supply of oil). 537 Filtration of transformer oil with dissolved gas analysis test. 538 Filtration of transformer oil without dissolved gas analysis test. 539 Supply of transformer oil conforming to IS-335 in non-returnable 220 litre drums for topping up various transformers. The oil shall be tested prior to filling up and improved by filtering, if required, including all labour and materials,specifications of this tender and directions of Engineer-in-Charge. 540 No. of Drums. 541 Supply of dry type transformers with accessories,including nuts and bolts etc., as per EIL standard specification No. 6-51-0042, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 542 2 Winding Dry type transformers. .415 kV/ .415 kV75 kV·A 543 2 Winding Dry type transformers. .415 kV/ .415 kV160 kV·A 544 Installation, testing and commissioning of dry transformer of following rating, including transportation from store/yard to site at the place of installation, unpacking, positioning in place, site assembly of loosely furnished accessories, connection of auxiliary circuits,including fixing of nuts and bolts etc., including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 545 2 Winding Dry type transformers. .415 kV/ .415 kV75 kV·A 546 2 Winding Dry type transformers. .415 kV/ .415 kV160 kV·A 547 Testing and commissioning of transformers of the following rating including all labour and materials, as per specifications of this tender and directions of Engineer-in-Charge. 548 2 Winding ONAN outdoor transformer with off circuit tap changer. 11 kV/ .433 kV2.5 MV·A 549 2 Winding ONAN outdoor transformer with off circuit tap changer. 11 kV/ .433 kV1.6 MV·A 550 2 Winding ONAN/ONAF outdoor transformer with OLTC. 11 kV/ 6.9 kV6.3 MV·A 551 SWITCHBOARDS / UPS / VSD / BATTERY CHARGERS / PANELS 552 Installation, testing and commissioning of switch-boards, relay and control panels, annunciation panels, UPS system, battery chargers, distribution boards, cubicles with electrical equipment, VSD panels, misc. electrical panels etc., including transportation from store/yard to site at the place of installation, unpacking, assembly, including mounting and wiring of loose parts supplied by equipment vendor, interconnection of shipping sections and requisite inter-panel wiring between shipping sections, including supply of all wiring materials, installation on foundations or fixing to wall or steel structures, aligning, levelling, grouting, testing and calibration of relays and meters etc., including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 553 Weight of the Unit upto 100 kg. 554 Weight of the Unit from 101 upto 500 kg. 555 Installation of switch-boards, relay and control panels, annunciation panels, UPS system, battery chargers, distribution boards, cubicles with electrical equipment, VSD panels, misc. electrical panels etc., including transportation from store/yard to site at the place of installation, unpacking, assembly, including mounting and wiring of loose parts supplied by equipment vendor etc., interconnection of shipping sections and requisite inter-panel wiring between shipping sections, including supply of all wiring materials, installation on foundations or fixing to wall or steel structures, aligning, levelling, grouting, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineers-in-Charge. 556 Weight of the Unit upto 100 kg. 557 Weight of the Unit from 101 upto 500 kg. 558 Installation, testing and commissioning of bus ducts of following ratings between transformer secondary and the switchgear incomer panel, including transportation from store/yard to site at the place of installation, unpacking, making connections and installation of bends, breaking of walls and making good of the same etc., (but excluding structural supports), including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 559 Air Insulated/segregated bus ducts 415 V4000 A65 kAfor 1 second 560 Air Insulated/segregated bus ducts 415 V2500 A65 kAfor 1 second 561 Installation, testing and commissioning of switch-boards, relay and control panels, annunciation panels, UPS system, battery chargers, distribution boards, cubicles with electrical equipment, VSD panels, misc .electrical panels etc., including transportation from store/yard to site at the place of installation, lifting the panels by deployment of tyre mounted hydraulic trollies, unpacking, assembly, including mounting and wiring of loose parts supplied by equipment vendor, interconnection of shipping sections and requisite inter-panel wiring between shipping sections, including supply of all wiring materials, installation on foundations or fixing to wall or steel structures, aligning, levelling, grouting, testing and calibration of relays and meters etc., including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 562 Weight of the Unit upto 100 kg 563 Weight of the Unit from 101 upto 500 kg. 564 Weight of the Unit from 501 upto 1000 kg. 565 Weight of the Unit from 1001 upto 1500 kg. 566 Weight of the Unit from 1501 upto 3000 kg. 567 Installation of switch-boards, relay and control panels, annunciation panels, UPS system, battery chargers, distribution boards, cubicles with electrical equipment, VSD panels, misc .electrical panels etc., including transportation from store/yard to site at the place of installation, lifting the panels by deployment of tyre mounted hydraulic trollies, unpacking, assembly, including mounting and wiring of loose parts supplied by equipment vendor, interconnection of shipping sections and requisite inter-panel wiring between shipping sections, including supply of all wiring materials, installation on foundations or fixing to wall or steel structures, aligning, levelling, grouting, testing and calibration of relays and meters etc., including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 568 Weight of the Unit upto 100 kg 569 Weight of the Unit from 101 upto 500 kg. 570 Weight of the Unit from 501 upto 1000 kg. 571 Weight of the Unit from 1001 upto 1500 kg. 572 Weight of the Unit from 1501 upto 3000 kg. 573 Design, engineering, manufacture, procurement of materials and bought out components, assembly at shop, inspection, testing at manufacturers works, packing, delivery to site including all labour and materials along with supply of special tools & tackles for following Single Phase, 50 Hz UPS System along with associated accessories and AC Distribution Board complete with documentations as per approved drawings, specifications, data sheets and other codes & standards attached or referred with this tender and directions of Engineer-in-charge. 574 55KVA, 230V, 50 Hz, SPNParallel Redundant UPS withBypass as data sheet DS-440 575 1X100% NI-CD Battery Bank for 30 Min. backup along with all accessories & battery Isolator. 576 230V, 300 Amps, 50 Hz, AC Distribution Board as per Feeder Details listed in scope of work/job specification 577 Cell booster of adequate rating suitable for battery AH capacity. 578 Providing training to 2 nos. owners engineer at Vendor Works for a period of min. 3 days for 55KVA UPS system 579 Providing training to 5 nos. owners engineers at site for 55KVA UPS system 580 Mandatory spares for 230V, 55KVA UPS system as perCl.6.1 (Mandatory spares), sr.no.10 of EDB document no. B861-000-16-50-EDB-1001 581 MISCELLANEOUS CONTROL GEAR 582 Installation, testing and commissioning of miscellaneous surface mounted industrial/FLP control gear such as lighting/power panel, push button stations, motor starter, communication equipment, junction boxes, panels, plugs, sockets, including supply of necessary hardware, touch up painting including supply of paint, including transportation from store/yard to site at the place of installation, unpacking, (excluding fixing of cable glands and cable terminations),including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 583 Weight of the unit above 5 kg. but upto 20 kg. 584 Weight of the unit above 20 kg. but upto 100 kg. 585 Weight of the unit up to 5 kg. 586 Supply of Industrial, weather proof type Push Button stations as per EIL specification No. 6-51-0014, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 587 With stop (latching type) push button. 588 With stop (non-latching type) push button. 589 With start and stop (latching type) push buttons. 590 With start, stop push buttons and ammeter. 591 With start,stop push buttons and one Three position selector switch. 592 With start,stop push buttons, one Three position selector switch and ammeter. 593 With stop push button (Break Glass Type). 594 With start and stop (non-latching type) push buttons. 595 Supply of flameproof and weather proof type Push Button station as per EIL standard specification No. 6-51-0006 as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 596 With start, stop push buttons and one Three position selector switch and ammeter. 597 DC SYSTEM / BATTERY BANK 598 Supply of following ratings of Nickel-cadmium batteries, battery charger, distribution board alongwith accessories as per EIL specification No. 6-51-0019, 6-51-0047, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 599 160A (Min.) , dual redundant battery charger as per data sheet DS-430 600 110V, 1x500AH(Min.), Ni-Cd battery bank 601 110V, 350A DC distribution board as per feeder details listed in scope of work/job specification 602 3P MCCB / DC Circuit Breaker Battery isolator in weatherproof enclosure(IP-55)of adequate rating. 603 Mandatory spares for 110V Battery & Battery charger as per Cl.6.1 (Mandatory spares), sr.no.11 of EDB document no. B861-000-16-50-EDB-1001 604 Installation, testing and commissioning of stationary nickel-cadmium battery banks of the following ratings, including transportation from store/yard to site at the place of installation, filling with electrolyte, charging and dischargng of cells, including capacity test etc., aligning, levelling, grouting, assembly of battery racks, fixing of inter-cell connectors etc., including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 605 Nickel-cadmium battery banks (including capacity test) rated for 110 V500 Ah 606 Supply of following rating of cell boosters as per EIL specification No. 6-51-0019, including all labour and materials, as per data sheets, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 607 Cell booster rated for 12 V50 A 608 PLUGS, SOCKETS AND JUNCTION BOXES 609 Supply of weatherproof metal clad 415V, TPN, industrial type socket and plug with heavy duty interlocking switch, with adequately sized cable adaptor box for incoming and outgoing cable terminations, including supply of double compression brass nickel plated cable glands, tinned copper lugs,including all labours and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 610 63 A, 415 V, 5 pin sockets along with associated 5 pin plugs. 611 240 V, 15 A, 3 pin sockets. 612 240 V, 15 A, 3 pin sockets along with associated 3 pin plugs. 613 24 V, 5 A, 3 pin sockets along with associated 3 pin plugs. WITH TRANSFORMER.(240/24V) 614 Supply, installation, cable termination, connection, testing and commissioning of following types of FLP andWP junction boxes, as per EIL specification No. 6-51-0061, including all labours and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 615 WP JB (IP-65) with 15 A, 16 terminals suitable for 1 No. incoming and6 Nos. outgoing cable entries complete with cable glands for incoming and outgoing cables and 3 Nos. blocking plugs 616 WP 3 way JB (IP-65) complete with 3 Nos. cable glands and 1 Nos. blocking plug suitable for cables upto 3 x 2.5 sq. mm YWY / XWY cable. 617 WP 4 way JB with IP-65 degree of protection complete with 4 Nos. cable glands and 2 Nos. blocking plug suitable for cables upto 3 x 2.5 sq. mm YWY / XWY cable. 618 NEUTRAL GROUNDING RESISTOR 619 Supply of following rating of outdoor type neutral grounding resistor, as per EIL standard specification no.6-51-0043,including all labour and materials, as per approved drawings, specifications of this tnder and directions of Engineer-in-Charge. 620 NGR rated for 3.81 kV400 A 621 Installation, testing and commissioning of outdoor type following neutral grounding resistor consisting of cast iron/stainless steel grid resistor with/without neutral CT including connection of one end of resistor with transformer neutral and the other end of the resistor to the earthing grid, including transportation from store/yard to site at the place of installation, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 622 NGR rated for 3.81 kV400 A 623 CAPACITOR BANKS 624 Supply of following HV capacitor banks, series reactor and RVT, as per EIL standard specification NO. 6-51-0020, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 625 11kV, 3 Phase,indoor type APFC panel -1500kVAR 626 Mandatory spares for APFC as per Cl.6.1 (Mandatory spares), sr.no.20 of EDB document no. B861-000-16-50-EDB-1001 627 Installation of following H.V. capacitor banks,series reactor and RVT, including transportation from store/yard to site ofinstallation, unpacking, assembly of elevating structure, interconnection of loose parts supplied by equipment vendor, aligning, levelling etc., including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 628 HV capacitor banks rated for 1500 kVAR11 kV 629 Testing and commissioning of following H.V. capacitor banks,series reactor and RVT, including testing equipments, all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 630 HV capacitor banks rated for 1500 kVAR11 kV 631 CANOPIES 632 Supply, fabrication and installation of FRP canopies for outdoor electrical miscellaneous equipments such as lighting/power panels and distribution junction boxes, local panels , PB stations etc. to render them weather proof including supply of necessary hardware for fixing and clamping with the equipment, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 633 Lighting Panel/Power panel/distribution junctions boxes. 634 Manual call points/field call stations. 635 Push button stations. 636 Supply, fabrication andinstallation of canopies for miscellaneous outdoor equipment like motors, fire alarm points, telephones, communication hand set stations etc. to render them weatherproof made out of 1.6 mm (16 gauge) sheet steel including supply of hardware and paint, painting, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 637 Supply, fabrication andinstallation of GI canopies for outdoor electrical motors of following frame sizes to render them weather proof including supply of necessary hardware for fixing and clamping with the motor foundation, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 638 Frame size upto 80. 639 Frame size more than 80 and upto 112. 640 Frame size more than 112 and upto 180. 641 Frame size more than 180 and upto 250. 642 Supply, fabrication and installation of GI canopies for outdoor electrical miscellaneous equipments such as lighting/power panels and distribution junction boxes, local panels , PB stations etc. to render them weather proof including supply of necessary hardware for fixing and clamping with the equipment, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 643 Lighting Panel/Power panel/distribution junctions boxes. 644 Manual call points/field call stations. 645 Push button stations. 646 FLP receptacles. 647 ANCHOR FASTENERS 648 Supply, drilling in RCC and fixing of metallic anchor fasteners for supporting of cable trays and miscellaneous electrical switchgear of following sizes, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 649 3/16 BSW. 650 5/16 BSW. 651 1/4 BSW. 652 3/8 BSW. 653 5/8 BSW. 654 1/2 BSW. 655 SAFETY EQUIPMENT 656 Supply and installation of the following, including the supply of necessary clamps, bolts, rawl plugs etc., breaking and making good of walls, if required, mounting, including all labour and materials, complete and as per applicable standards and CEA Guidelines and as per directions of Engineer-in-Charge. 657 Shock hazard charts complete with frame and glass. 658 First Aid Boxes. 659 4.5 kg capacity CO2 type fire extinguishers. 660 6.8 kg capacity CO2 type fire extinguishers. 661 9 kg capacity CO2 type fire extinguishers. 662 Sand buckets with stand (Each with at least 3 sand buckets). 663 Shock hazard charts - Laminated type 664 Gas Mask for use in substation during fire & smoke as per CEA guidelines 665 Supply and laying of 900 mm wide safety insulation mats complying to IS-15652, of following grades required for maintenance of electrical equipment in substation, including cutting to required shape in running length, including all labour and materials, as per applicable Indian or International standards and CEA Guidelines and as per directions of Engineer-in-Charge. 666 3.3 kV grade. 667 11 kV grade. 668 Supply of following items as per applicable Indian standards/CEA Guidelines. 669 Rubber hand gloves (11 kV grade). 670 Rubber hand gloves (33 kV grade). 671 Enamelled caution boards. 672 Discharge rod with earthing facility (upto 11 kV grade). 673 HV fuse puller handle. 674 Supply and application/installation of epoxy based insulation coating with breakdown voltage as per IS, suitable for system voltage as marked and shall be suitable for installation on concrete flooring of substation in airconditioned/non-airconditioned area, having smooth finish, including all labour and materials, complete as per approved drawings, job & standard specification attached with this tender and directions of the engineer-in- charge 675 For highest systen voltage of 12.1kV 676 SUPPLY OF SPARES / LAMPS 677 MV HRC Fuses 678 16 A. 679 32 A. 680 63 A. 681 100 A. 682 160 A. 683 250 A. 684 SUPPLY OF MV CABLES 685 Supply of 1100 V grade, Copper Conductor,XLPE insulated and armoured, cables of following sizes as per EIL standard specification No. 6-51-0051, data sheets, specifications of this tender and directions of Engineer-in-Charge. 686 2 C x 10 sq. mm 687 2C x 16 sq. mm 688 2 C x 2.5 sq. mm 689 3 C x 6 sq. mm 690 2 C x 4 sq. mm 691 3 C x 4 sq. mm 692 3 C x 10 sq. mm 693 3 C x 2.5 sq. mm 694 Supply of 1100 V grade, Aluminium Conductor, XLPE insulated and armoured, cables of following sizes as per EIL standard specification No. 6-51-0051, data sheets, specifications of this tender and directions of Engineer-in-Charge. 695 3 C x 25 sq. mm 696 3.5 C x 25 sq. mm 697 3 C x 35 sq. mm 698 2 C x 50 sq. mm 699 3 C x 95 sq. mm 700 3 C x 120 sq. mm 701 3.5 C x 185 sq. mm 702 3 C x 240 sq. mm 703 3 C x 50 sq. mm 704 3.5 C x 35 sq. mm 705 3.5 C x 95 sq. mm 706 3.5 C x 300 sq. mm 707 3.5 C x 50 sq. mm 708 3.5 C x 120 sq. mm 709 Supply of 1100 V grade, Copper Conductor, Individual pair shielded & Overall shielded, twisted pair/triad, XLPE insulated, Armored, FRLS outer-sheathed cables of following sizes as per EIL standard specification No. 6-51-0052, data sheets, specifications of this tender and directions of Engineer-in-Charge. 710 1 Pair x 2.5 sq. mm 711 2 Pair x 2.5 sq. mm 712 4 Pair x 2.5 sq. mm 713 6 Pair x 2.5 sq. mm 714 12 Pair x 2.5 sq. mm 715 SUPPLY OF HV CABLES (MULTI CORE) 716 Supply of 6.6 kV (UE) grade, Al/Cu Conductor, XLPE insulated and armoured cables of following sizes as per EIL standard specification No. 6-51-0051, data sheets, specifications of this tender and directions of Engineer-in-Charge. 717 3 C x 240sq. mm, Al 718 Supply of 11 kV (UE) grade, Al/Cu Conductor, XLPE insulated and armoured cables of following sizes as per EIL standardspecification No. 6-51-0051, data sheets, specifications of this tender and directions of Engineer-in-Charge. 719 3 C x 240 sq. mm, Al 720 3 C x 300 sq. mm, Al 721 SUPPLY OF HV CABLES (SINGLE CORE) 722 Supply of 6.6 KV (UE) grade, Al/Cu Conductor, XLPE insulated and armoured single core cables of following sizes as per EIL standard specification No. 6-51-0051, data sheets, specifications of this tender and directions of Engineer-in-Charge. 723 1 C x 630 sq. mm, Al 724 Supply of 11 KV (UE) grade, Al/Cu Conductor, XLPE insulated and armoured single core cables of following sizes as per EIL standard specification No. 6-51-0051, data sheets, specifications of this tender and directions of Engineer-in-Charge. 725 1 C x 630 sq. mm, Al 726 LAYING OF CABLES 727 Laying of cables of different voltage grade and types of the following overall diameters in ready trays/trenches/ supported on structure/pull through pipes including supply and fixing of stainless steel strip number tags, supply and fixing of GI saddles & saddle bars, trefoil clamps (for single core cables) etc., including transportation from store/yard to site at the place of installation, unpacking, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge 728 Cables with OD above 80 mm but upto 100 mm. 729 Cables with OD above 50 mm but upto 60 mm. 730 Cables with OD above 60 mm but upto 80 mm. 731 Cables with OD above 30 mm but upto 40 mm. 732 Cables with OD above 20 mm but upto 30 mm. 733 Cables with OD upto 20 mm. 734 Cables with OD above 40 mm but upto 50 mm. 735 Laying of cables (using cable pulling by motorized winch with torque limits) of different voltage grade and types of the following overall diameters in ready trays/trenches/supported on structure/pull through pipes including supply and fixing of stainless steel strip number tags, supply and fixing of GI saddles & saddle bars, trefoil clamps (for single core cables) etc., including transportation from store/yard to site at the place of installation, unpacking, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge 736 Cables with OD upto 20 mm. 737 Cables with OD above 20 mm but upto 30 mm. 738 Cables with OD above 30 mm but upto 40 mm. 739 Cables with OD above 40 mm but upto 50 mm. 740 Cables with OD above 50 mm but upto 60 mm. 741 Cables with OD above 60 mm but upto 80 mm. 742 Cables with OD above 80 mm but upto 100 mm. 743 END TERMINATIONS 744 Fire proofing of cables including supply of all fire proofing paint, including all labour and materials, as per IEC-60331, specifications of this tender and directions of Engineer-in- Charge. (Actual area of surface painted shall be measured). 745 Supply of Unearthed grade H.V. termination kits of (indoor/outdoor type) as per EIL standard specification No. 6-51-0051, excluding cable glands and lugs, as per approved drawings and as per specifications of this tender and directions of Engineer-in-Charge. 746 3 Core cable Indoor termination kit for 6.6 kV240 mm² 747 3 Core cable Outdoor termination kit for 6.6 kV240 mm² 748 3 Core cable Indoor termination kit for 6.6 kV300 mm² 749 3 Core cable Indoor termination kit for 11 kV300 mm² 750 3 Core cable Indoor termination kit for 11 kV240 mm² 751 1 Core cable Indoor termination kit for 6.6 kV630 mm² 752 1 Core cable Indoor termination kit for 11 kV630 mm² 753 Termination of Unearthed grade HV cables and connection of leads including fixing of cable glands,supply and fixing of PVC shrouds for outdoor terminations, cutting and stripping of cable insulation, crimping the lug onto the conductor, restoration of the insulation, clamping of cable cores and earthing of armour, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. (Excluding supply of termination kits and cable glands). 754 3 Core cable termination kit for 6.6 kV300 mm² 755 3 Core cable termination kit for 6.6 kV240 mm² 756 3 Core cable termination kit for 11 kV300 mm² 757 3 Core cable termination kit for 11 kV240 mm² 758 1 Core cable termination kit for 6.6 kV630 mm² 759 1 Core cable termination kit for 11 kV630 mm² 760 Termination of XLPE insulated armoured power cables (up to 1100 V grade) and connection of leads excluding the supply of cable glands and lugs but includingfixing of cable glands, supply and fixing of PVC shrouds for outdoor terminations, cutting and stripping of cable insulation, crimping the lug on to the conductor, clamping of the cable-cores, marking with wire number, ferrules etc., including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 761 Cables with OD above 60 mm but upto 80 mm. 762 Cables with OD above 40 mm but upto 50 mm. 763 Cables with OD above 30 mm but upto 40 mm. 764 Cables with OD above 50 mm but upto 60 mm. 765 Cables with OD upto 20 mm. 766 Cables with OD above 20 mm but upto 30 mm. 767 Termination of communication, fire alarm & control paired cables and connection of leads excluding the supply of cable glands and lugs but including fixing of cable glands, supply and fixing of PVC shrouds for outdoor terminations,cutting, stripping of cable insulation, crimping the lug on to the conductor, clamping of the cable- cores, marking with wire number, ferrules etc., including all labour and materials,as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 768 All sizes from 1P to 4P and upto 2.5 sq. mm 769 All sizes from 5P to 10P and upto 2.5 sq. mm 770 All sizes from 11P to 15P and upto 2.5 sq. mm 771 STRAIGHT THROUGH JOINTS 772 Supply and Making of heat shrinkable type straight through joints for 1100 volt grade power cablesas per EIL standard specification No. 6-51-0051, including cutting, stripping of cable insulation complete with supply of compression / crimping type ferrules, plastic mould and epoxy resin compound etc., including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 773 Cables with OD above 30 mm but upto 40 mm. 774 Cables with OD above 50 mm but upto 60 mm. 775 Cables with OD above 60 mm but upto 80 mm. 776 Cables with OD upto 20 mm. 777 Cables with OD above 40 mm but upto 50 mm. 778 Cables with OD above 20 mm but upto 30 mm. 779 Supply of heat shrinkable type Straight through jointing kits for Unearthed grade H.V. cables of the following sizes,as per EIL standard specification No. 6-51-0051, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 780 3 Core cable Straight through jointing kits for 6.6 kV240 mm² 781 3 Core cable Straight through jointing kits for 11 kV300 mm² 782 1 Core cable Straight through jointing kits for 6.6 kV630 mm² 783 1 Core cable Straight through jointing kits for 11 kV630 mm² 784 Making of Straight through joints for H.V. cables of following sizes excluding supply of jointing kit and accessories, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 785 3 Core cable Straight through jointing kits for 6.6 kV240 mm² 786 3 Core cable Straight through jointing kits for 11 kV300 mm² 787 1 Core cable Straight through jointing kits for 6.6 kV630 mm² 788 1 Core cable Straight through jointing kits for 11 kV630 mm² 789 Supply and Making of heat shrinkable type straight through joints for communication, fire alarm & control paired cables, including cutting, stripping of cable insulation complete with supply of compression / crimping type ferrules, plastic mould and epoxy resin compound etc., including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 790 All sizes from 5P to 10P and upto 2.5 sq. mm 791 All sizes from 11P to 15P and upto 2.5 sq. mm 792 All sizes from 1P to 4P and upto 2.5 sq. mm 793 G.I. & PVC PIPES 794 Supply and laying of following sizes ofG.I. Pipes (medium) in required length fixed on steel, concrete or similar structure, laid in trenches, ready to be buried in concrete including cutting, threading, bending and similar works, supply of clamps, small iron structures, spacers and installation of seats, plugs, bushings etc., small civil works, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 795 100 mm NB. 796 150 mm NB. 797 50 mm NB. 798 STRUCTURAL STEEL 799 Supply, fabrication, galvanising andinstallation of base frames, supports for switchgear, and brackets for miscellaneous electrical equipments, cable and cable tray supports out of rolled MS sections, pipes, plates etc. including welding, bolting, rivetting, supply of necessary anchor bolts and grouting etc., including breaking walls, floors etc. for structures as required including supply of all GI hardware materials, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. (Any item weighing up to 1 kg. or less shall neither be measured nor paid). 800 CABLE - TRAYS 801 Supply and installation of prefabricated hot dip galvanised steel cable trays, fabricated out of hot rolled sheet steel with rigid welded construction ladder type with a rung as per std. 7-51-0333, of approved make and cable tray fittings, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 802 Reducers 750 - 450 RHS. 803 Reducers 750 - 600 RHS. 804 Reducers 750 - 600 LHS. 805 Horizontal bends for 450 mm wide tray with 1000 mm bending radius. 806 Horizontal bends for 600 mm wide tray with 1000 mm bending radius. 807 Vertical outside bends for 450 mm wide tray with 1000 mm bending radius. 808 Vertical outside bends for 600 mm wide tray with 1000 mm bending radius. 809 Vertical inside bends for 600 mm wide tray with 1000 mm bending radius. 810 Tee Joints for 450 mm wide tray with 1000 mm bending radius. 811 Tee Joints for 600 mm wide tray with 1000 mm bending radius. 812 Tee Joints for 750 mm wide tray with 1000 mm bending radius. 813 Cross Joints for 450 mm wide tray with 1000 mm bending radius. 814 Cross Joints for 750 mm wide tray with 1000 mm bending radius. 815 Vertical inside bends for 750 mm wide tray with 1000 mm bending radius. 816 300 mm wide Straight run cable tray. 817 Horizontal bends for 750 mm wide tray with 1000 mm bending radius. 818 Vertical outside bends for 750 mm wide tray with 1000 mm bending radius. 819 600 mm wide Straight run cable tray. 820 Reducers 750 - 300 RHS. 821 Reducers 600 - 300 RHS. 822 Horizontal bends for 300 mm wide tray with 1000 mm bending radius. 823 Vertical outside bends for 300 mm wide tray with 1000 mm bending radius 824 Vertical inside bends for 300 mm wide tray with 1000 mm bending radius 825 Tee Joints for 300 mm wide tray with 1000 mm bending radius. 826 450 mm wide Straight run cable tray. 827 750 mm wide Straight run cable tray. 828 Supply and installation of following galvanised slotted channel trays of 2 mm thickness and 50 mm high for supporting cables, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 829 150 mm wide. 830 60 mm wide. 831 100 mm wide. 832 Supply, fabrication andinstallation of 0.91 mm (20 gauge) GI sheet covers for cable trays, including necessary hardwares, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 833 CABLE GLANDS 834 Supply of nickel-plated, flame proof IIA/IIB double compression type brass cable glands, suitable for out door terminations of armoured PVC cables of following overall diameter (excluding termination and connection of cables), including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 835 Cables with OD above 50 mm but upto 60 mm. 836 Cables with OD above 30 mm but upto 40 mm. 837 Cables with OD above 40 mm but upto 50 mm. 838 Cables with OD above 60 mm but upto 80 mm. 839 Cables with OD above 20 mm but upto 30 mm. 840 Cables with OD upto 20 mm. 841 Supply of nickel plated brass double compression cable glands suitable for outdoor installations (WP) of following overall diameter (excluding termination and connections of cables), including drilling of suitable holes in equipments for fixing purposes etc., including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 842 Cables with OD upto 20 mm. 843 Cables with OD above 20 mm but upto 30 mm. 844 Cables with OD above 30 mm but upto 40 mm. 845 Cables with OD above 40 mm but upto 50 mm. 846 Cables with OD above 50 mm but upto 60 mm. 847 Cables with OD above 60 mm but upto 80 mm. 848 Supply of nickel plated brass single compression cable glands of following overall diameter (excluding termination and connections of cables), including drilling of suitable holes in equipments for fixing purposes etc., including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 849 Cables with OD upto 20 mm. 850 Cables with OD above 20 mm but upto 30 mm. 851 Cables with OD above 30 mm but upto 40 mm. 852 Cables with OD above 40 mm but upto 50 mm. 853 Cables with OD above 50 mm but upto 60 mm. 854 Cables with OD above 60 mm but upto 80 mm. 855 Cables with OD above 80 mm but upto 100 mm. 856 Supply and fixing of FLP(IIA/IIB) blocking plugs for blocking unused cable entries with following diameter in outdoor electrical equipment including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 857 Cables with OD above 60 mm but upto 80 mm 858 Cables with OD above 30 mm but upto 40 mm 859 Cables with OD above 40 mm but upto 50 mm 860 Cables with OD above 50 mm but upto 60 mm 861 Cables with OD up to 20 mm 862 Cables with OD above 20 mm but upto 30 mm 863 MARKERS 864 Supply and installation of earth pit markers for directly buried GI pipe electrodes as per std. 7-51-0101 with 14 SWG enamelled steel plate engraved with white letters BURIED, EARTH ELECTRODE on JADE green background complete with support and foundation, including all labour and materials, as per approved drawings, specifications of this tender and direction of Engineer-in-Charge. 865 Supply and installation of cable markers as per std. 7-51-0301, for underground cable runs with 14 SWG enamelled steel plate with white lettering on jade green background inclusive of providing and fixing supports, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 866 CABLE LUGS 867 Supply of crimping type long barrel tinned copper lugs with circular/sector shaped barrel for following conductor sizes, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 868 All sizes from 50 to 185 sq. mm 869 All sizes from 16 to 35 sq. mm 870 All sizes from 240 to 400 sq. mm 871 All sizes upto 10 sq. mm 872 All sizes from 500 to 1000 sq. mm 873 Supply of crimping type long barrel aluminium lugs with circular/sector shaped barrel for following conductor sizes, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 874 All sizes upto 10 sq. mm 875 All sizes from 240 to 400 sq. mm 876 All sizes from 16 to 35 sq. mm 877 All sizes from 50 to 185 sq. mm 878 All sizes from 500 to 1000 sq. mm 879 Supply of crimping type long barrel Bimetallic lugs with Al barrel & tinned Cu palm with circular/sector shaped barrel for following conductor sizes, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 880 All sizes from 50 to 185 sq. mm 881 All sizes from 240 to 400 sq. mm 882 All sizes upto 10 sq. mm 883 All sizes from 16 to 35 sq. mm 884 All sizes from 500 to 1000 sq. mm 885 Supply of crimping type long barrel Bimetallic lugs with tinned Cu barrel & Al palm with circular/sector shaped barrel for following conductor sizes, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 886 All sizes upto 10 sq. mm 887 All sizes from 16 to 35 sq. mm 888 All sizes from 240 to 400 sq. mm 889 All sizes from 50 to 185 sq. mm 890 All sizes from 500 to 1000 sq. mm 891 FIRE PROOFING OF CABLES 892 Fire proofing of cables including supply of all fire proofing paint, including all labour and materials, as per specifications of this tender and directions of Engineer-in-Charge. (Actual area of surface painted shall be measured). 893 ADAPTORS / REDUCERS / NIPPLES ETC. 894 Supply and fixing nickel-plated brass adaptors/ reducers for cable glands of following sizes including all labour and materials complete as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. Adaptors shall have male part threaded as per Eqpt. threads and the other end to receive glands having E.T. thread. 895 Eqpt. Thread 3/4 PF (J.I.S.)-E.T. Thread 3/4ET 896 Eqpt. Thread 1 PF (J.I.S.) - E.T. Thread 3/4ET 897 Eqpt. Thread 1 PF (J.I.S.) -E.T. Thread 1ET 898 Eqpt. Thread 1-1/2 PF (J.I.S.)- E.T. Thread 1-1/4ET 899 Eqpt. Thread 1-1/2 PF (J.I.S.)- E.T. Thread 1-1/2ET 900 Eqpt. Thread 2 PF (J.I.S.) -E.T. Thread 1-1/2ET 901 Supply and installation of GI reducers/enlargers of following sizes for cable glands of following sizes including all labour and materials complete as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. Adaptors shall have male part threaded as per Eqpt. threads and the other end to receive glands having E.T. thread. 902 Eqpt. Thread PG 13.5(DIN) - E.T. Thread 3/4 ET 903 Eqpt. Thread PG 16 (DIN) -E.T. Thread 3/4 ET 904 Eqpt. Thread PG 21 (DIN) -E.T. Thread 1ET 905 Eqpt. Thread PG 29 (DIN) -E.T. Thread 1-1/2 ET 906 Eqpt. Thread 1 ET (IS) -E.T. Thread 3/4 ET 907 Eqpt. Thread 1-1/2 ET (IS) -E.T. Thread 1 ET 908 Eqpt. Thread 1-1/2 ET (IS) -E.T. Thread 1-1/2 ET 909 Eqpt. Thread 2 ET (IS) -E.T. Thread 1-1/2 ET 910 Supply and fixing FLP(IIA/IIB), weatherproof, nickel-plated brass adaptors/reducers for cable glands of following sizes including all labour and materials complete as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. Adaptors shall have male part threaded as per Eqpt. threads and the other end to receive glands having E.T. thread. 911 Eqpt. Thread 3/4 PF (J.I.S.)-E.T. Thread 3/4ET 912 Eqpt. Thread 1 PF (J.I.S.) -E.T. Thread 3/4ET 913 Eqpt. Thread 1 PF (J.I.S.) -E.T. Thread 1ET 914 Eqpt. Thread 1-1/2 PF (J.I.S.)- E.T. Thread 1-1/4ET 915 Eqpt. Thread 1-1/2 PF (J.I.S.)- E.T. Thread 1-1/2ET 916 Eqpt. Thread 2 PF (J.I.S.) -E.T. Thread 1-1/2ET 917 Supply and installation of FLP(IIA/IIB) GI reducers/ enlargers of following sizes for cable glands of following sizes including all labour and materials complete as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. Adaptors shall have male part threaded as per Eqpt. threads and the other end to receive glands having E.T. thread. 918 Eqpt. Thread PG 13.5(DIN) - E.T. Thread 3/4 ET 919 Eqpt. Thread PG 16 (DIN) -E.T. Thread 3/4 ET 920 Eqpt. Thread PG 21 (DIN) -E.T. Thread 1ET 921 Eqpt. Thread PG 29 (DIN) -E.T. Thread 1-1/2 ET 922 Eqpt. Thread 1 ET (IS) -E.T. Thread 3/4 ET 923 Eqpt. Thread 1-1/2 ET (IS) -E.T. Thread 1 ET 924 Eqpt. Thread 1-1/2 ET (IS) -E.T. Thread 1-1/2 ET 925 LIGHTING POLES 926 Supply and installation of Lighting Poles for floor mounting as per std. 7-51-0201, including all civil works, excavation, foundation, disposal of surplus earth, providing shoring, strutting and dewatering if required and including supply of cement, steel, GI pipes, base plates, paint and all sundry materials as required, including painting, (excluding supply and installation of control gear box/junction box), but including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 927 Lighting poles including supply and connection of wires upto fixtures for safe areas. 928 Supply andinstallation of platform Lighting pole as per std. 7-51-0202,including all welding, structural works, paint and all sundry materials as required, including painting, (excluding supply and installation of control gear box/junction box), but including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 929 Lighting poles including supply and connection of wires upto fixtures for safe areas. 930 Supply andinstallation of street lighting poles (single bracket/double bracket) including built in marshalling box andnecessary wire/cable running from marshalling box to the lighting fixture, cable termination and connection, fixing of cable glands and lugs,including all civil works, excavation, foundation, disposal of surplus earth, providing shoring, strutting and dewatering if required and including supply of cement, steel, GI pipes, base plates, paint and all sundry materials as required, including painting, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 931 Poles as per std. 7-51-0233 with MB as per 7-51-0208 for safe area 932 Poles as per std. 7-51-0234 sht. 2 of 2 (Single bracket) 933 HAZARDOUS AREA LIGHTING FIXTURES AND ACCESSORIES 934 Installation, connection, testing and commissioning of following types of flame proof/Div.2 lighting fixtures and accessories, including cable termination and connection, fixing of cable glands, lugs, including supply of necessary hardwares, including transportation from store/yard to site at the place of installation, unpacking, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 935 3-way, junction box. 936 4-way, junction box. 937 Well glass type pole mounting type for Ground Level. 938 Well glass type ceiling mounted. 939 Well glass type bracket mounted. 940 Well glass type pole mounting type for Platform. 941 Supply and installation of Type-`A clamps(for bracket mounted lighting fixtures) including bolt (MOC SS304) for fixing the fixture to the clamp as per EIL std.no.7-51-0221, including supply and fixing of anchor fasteners, nuts and bolts, washers etc. as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 942 Supply and installation of adapters for Platform and ground pole mounted lighting fixtures as per EIL std.no.7-51-0221, approved drawings, specifications of this tender and directions of Engineer-in-Charge. 943 Supply and installation of Type-`B clamps(for ceiling mounted lighting fixtures) including bolt (MOC SS304) for fixing the fixture to the clamps per EIL std.no.7-51-0221, including supply and fixing of anchor fastners,nuts and bolts,washers as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 944 SAFE AREA LIGHTING FIXTURES 945 Supply, installation, testing and commissioning of following energy efficient lighting fixtures and connecting to wiring junction box/marshalling box complete with lamps and necessary control gear including supply of all connected materials like flexible conduit, clamps, supports, chains, anchor fastners, bolts, nuts and washers etc. as required, including supply and fixing of cable glands, lugs, including all labour and materials, as per approved drawings, data sheet for lighting fixture schedule, EIL installation standards, specifications of this tender and directions of Engineer-in-Charge. 946 Type LED SFD-12 Fixtures. 947 Type LED BK-3 Fixtures. 948 Type LED ST-10 Fixtures. 949 Type LED FD-1 Fixtures. 950 Type LED FD-2 Fixtures. 951 Type LED FD-3 Fixtures. 952 JUNCTION BOXES (OUTDOOR / INDOOR TYPE) 953 Supply and installation of dust and vermin proof G.I. sheet steel (1.6 mm thick) junction box WP type suitable for outdoor/indoor installation with number of outgoing ways as under, complete with PVC connectors, supply and fixing of cable glands, including supply of required size and number of terminals, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 954 3 way. 955 4 way. 956 LIGHTING / POWER PANELS AND DISTRIBUTION BOARDS 957 Supply, installation, connection, testing and commissioning offlame proof weather proof lighting/power panels(for gas group IIA/IIB) as per EIL std. spec. 6-51-0008, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 958 40 A, 4 pole incomer MCB isolator and 12 Nos. outgoingdouble poleMCBs with ELCB (upto 20 A). 959 40 A, 4 pole incomer MCB isolator and 6 Nos. outgoingdouble poleMCBs with ELCB (upto 20 A). 960 Supply, installation, connection, testing and commissioning of safe area lighting/power panels, surface/flush mounting type, wall mounting type in dust tight (with hinged cover) sheet steel enclosure having 4 pole incomer and single pole MCB (9 kA type) for outgoing circuit control with completewiring, including cable termination, connection and fixing of cable glands, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 961 40 A, 4 pole incomer MCB isolator and 6 Nos. outgoingdouble poleMCBs (upto 20 A) with RCCBs in each outgoing circuits suitable for outdoor location with IP-65 degree of protection 962 40 A, 4 pole incomer MCB isolator and 12 Nos. outgoingdouble poleMCBs (upto 20 A) with RCCBs in each outgoing circuits suitable for outdoor location with IP-65 degree of protection 963 63 A, 4 pole incomer MCB isolator and 18 Nos. outgoingdouble poleMCBs (upto 20 A) with RCCBs in each outgoing circuits suitable for outdoor location with IP-65 degree of protection 964 WIRING 965 Circuit wiring in non-hazardous areas using (size given below), copper conductor, PVC insulated, FRLS outer sleeve cables (third core for earthing),from lighting/powerpanel/distribution junction box, excluding the supply of cable, junction boxes and cable glands but including termination and connection, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 966 3 C x 2.5 sq. mm 967 3 C x 4 sq. mm 968 Circuit wiring in hazardous areas using (sizes given below) copper conductor, XLPE insulated, FRLS outer sleeve armoured cables (third core for earthing) from lighting/power panel/distribution junction box onwards, excluding the supply of cables, junction boxes and cable glands but including fixing of cable glands, supply and fixing of clamps, cable terminations and connections, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 969 3 C x 2.5 sq. mm 970 EARTH ELECTRODES 971 Supply, installation, testing and commissioning of GI earth electrodes, complete with earth pit as per std. 7-51-0102 and all necessary materials including excavation of earth pit, filling with charcoal and salt, back filling, providing necessary brickwork, connections, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 972 GI earth electrode as per std. 7-51-0102. 973 COPPER EARTH ELECTRODES 974 Supply, installation, testing and commissioning of Cu earth electrodes complete with 38 mm outer dia x 3 mm thick Cu pipe in a depth of 25Mtr, 3mm Thick 4Inch X 12 Inch Copper plate, earth pit and all necessary materials including excavation of earth pit, filling with charcoal and salt, bentonite powder, back filling, providing necessary brickwork, connections, including all labour and materials, as per sketch B861-000-16-50-DS-4001, approved drawings, specifications of this tender and directions of Engineer-in-Charge 975 EARTH STRIPS 976 Supply, installation and connection of following GI earthing strip along the cable trenches or cable trays or fixing to walls or structures including welding at joints, providing anti-corrosive paint or bitumen and jute covering for welded portion, clamping and necessary hardware for connecting, etc., including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 977 100 X 12 mm 978 40 x 5 mm 979 25 x 3 mm 980 50 x 6 mm 981 Supply, installation and connection of following GI earthing strip buried individually at a depth of 500 mm including welding at joints, providing anti-corrosive paint or bitumen and jute covering for welded portion, clamping and necessary hardware for connecting, excavation and refilling etc., including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 982 100 X 12 mm 983 40 x 5 mm 984 25 x 3 mm 985 50 x 6 mm 986 EARTHING CONNECTION 987 Connecting individual equipment to the earth strip or earth plate with following sizes of G.I. wire / G.I. wire rope including the supply of G.I. wire /G.I. wire rope, lugs, conductors, connecting to the G.I. strip or earth plate and necessary hardware for connection, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 988 3/8 dia (10 mm) flexible rope. 989 5/8 dia (16 mm) flexible rope. 990 8 SWG GI Wire. 991 Supply and installation of 25 sq. mm (168/0.01772) copper flexibles of following length with copper lugs crimped on both sides for earthing of pipeline vessels, equipments (non electrical) as per std. 7- 51-0112, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 992 300 mm 993 500 mm 994 1500 mm 995 EARTH PLATES 996 Supply, installation and connection of GI earth plates as per std. 7-51-0103, complete with anchor bolts, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 997 GI earth plate as per std. 7-51-0103. 998 EARTHING CONNECTORS 999 Supply and installation of MS ear of width 50 mm and thickness 5 mm for earthing of process vessels, steel structures, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 1000 Minimum 75mm to maximum 300 mm long 1001 Supply and installation of stainless steel ear of width 50 mm and thickness 5 mm for earthing of process vessels, steel structures, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 1002 Minimum 75mm to maximum 300 mm long 1003 LIGHTNING RODS 1004 Supply and installation of GI lightning rod as per std. 7-51-0503 including supply of all hardware etc., including all labour and materials,as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 1005 GI lightning rod as per std. 7-51-0503. 1006 LAYING OF COMMUNICATION / FIRE ALARM CABLES 1007 Horizontal and vertical laying/pulling through of communication/fire alarm cables of the following overall diameters in ready trays/trenches/conduits or supported on structures including supplying and fixing of GI saddle and saddle bars, stainless steel strip number tags, including transportation from store/yard to site at the place of installation, unpacking, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge 1008 Cables of overall dia. above 35 mm. 1009 Cables of overall dia. upto 35 mm. 1010 Laying of HDPE ducts for laying of optical fiber cables between various substations, pulling through pipes or supported on structures including supplying and fixing of GI saddle and saddle bars, including supply and fixing of printed stainless steel/ non magnetic non corrosive metal tags, including transportation from store/yard to site at the place of installation, unpacking, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge 1011 HDPE duct with overall dia. Upto 60mm 1012 HDPE duct with overall dia. above 60mm 1013 Laying of optical fiber cables between various buildings in already laid HDPE conduits for plant communication and fire alarm data highway, feeder differential protection, etc., including supply of all hardware, splice connectors, accessories, pulling through pipes or supported on structures including supply and fixing of printed stainless steel/ non magnetic non corrosive metal tags, including transportation from store/yard to site at the place of installation, unpacking, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 1014 Cables of overall dia. upto 40 mm. 1015 Cables of overall dia. above 40 mm. 1016 STRAIGHT THROUGH JOINTS COMMUNICATION / FIRE ALARM CABLES 1017 Making of straight through joints for polyethylene insulated armoured jelly filled/ non filled overall PVC jacketed, including supply of all necessary materials for the joint, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 1018 For Non-Jelly filled cables of size .9 mm5 pair 1019 For Non-Jelly filled cables of size .9 mm20 pair 1020 For Non-Jelly filled cables of size .9 mm10 pair 1021 For Jelly filled cables of size .63 mm²20 pair 1022 For Non-Jelly filled cables of size 1.5 mm²2 pair 1023 Supply of straight through jointing kit for Mono mode, multitube/unitube, jelly filled, Optical fiber cable with non metallic armour with following number of fibers, as per EIL standard specifications, data sheet, specifications of this tender and directions of Engineer-in-Charge. 1024 6 Fiber 1025 Supply of straight through jointing kit for Multi mode, multitube/unitube, jelly filled, Optical fiber cable with non metallic armour with following number of fibers, as per EIL standard specifications, data sheet, specifications of this tender and directions of Engineer-in-Charge. 1026 6 Fiber 1027 Making of straight through jointing kit for Mono/Multi mode, multitube/unitube, jelly filled, Optical fiber cable with non metallic armour with following number of fibers, as per EIL standard specifications, data sheet, specifications of this tender and directions of Engineer-in-Charge. 1028 6 Fiber 1029 END TERMINATIONS FOR COMMUNICATION/FIRE ALARM CABLES. 1030 Termination of following polyethylene insulated armoured jelly filled/ non filled cables including cutting, stripping of cable insulation, sealing of jacket including supply of termination kit, hardware, including all labour and materials, as per approved drawings, specification of this tender and directions of Engineer-in-Charge. 1031 For Non-Jelly filled cables of size .9 mm5 pair 1032 For Non-Jelly filled cables of size .9 mm2 pair 1033 For Non-Jelly filled cables of size .9 mm50 pair 1034 For Non-Jelly filled cables of size .63 mm20 pair 1035 For Non-Jelly filled cables of size 1.5 mm2 pair 1036 For Non-Jelly filled cables of size 1.5 mm²2 pair 1037 Supply ,Installation, testing and commissioning of Fiber Optic Patch panel (LIU) for following type & number of fiber for OFCs including all accessories for terminating, pigtails with Connectors, patch cords with connectors, Splicing sleeves and splice tray including all labour and materials as per approved drawings specifications of this tender and directions of engineer-in-Charge 1038 For 6 fiber Mono mode cable with LC pigtails and LC patch cords 1039 For 6 fiber Mono mode cable with SC pigtails and LC patch cords 1040 For 6 fiber Mono mode cable with ST pigtails and LC patch cords 1041 For 6 fiber Mono mode cable with LC pigtails and SC patch cords 1042 For 6 fiber Mono mode cable with LC pigtails and ST patch cords 1043 For 6 fiber Mono mode cable with SC pigtails and SC patch cords 1044 For 6 fiber Mono mode cable with SC pigtails and ST patch cords 1045 For 6 fiber Mono mode cable with ST pigtails and SC patch cords 1046 For 6 fiber Mono mode cable with ST pigtails and ST patch cords 1047 Termination of optical fiber cables for various systems including supply of all hardware, splice connectors, accessories, including all labour and materials as per approved drawings specifications of this tender and directions of engineer-in-Charge 1048 6 Fiber 1049 SUPPLY OF COMMUNICATION / FIRE ALALRM CABLE / CONDUITS / DUCTS 1050 Supply of communication, fire alarm & control paired cables of following sizes as per EIL standard specification No.6-51-0052, data sheet, specifications of this tender and directions of Engineer-in-Charge. 1051 Jelly filled cables of size .9 mm20 pair 1052 Jelly filled cables of size .9 mm10 pair 1053 Non-Jelly filled cables of size .9 mm5 pair 1054 Non-Jelly filled cables of size .9 mm2 pair 1055 Non-Jelly filled cables of size 1.5 mm2 pair 1056 Non-Jelly filled cables of size .9 mm50 pair 1057 Non-Jelly filled cables of size .63 mm2 pair 1058 Supply of Mono mode, jelly filled, Optical fiber cable with non metallic armour with following number of cores & construction, as per EIL standard specifications, data sheet, specifications of this tender and directions of Engineer-in-Charge. 1059 6 Fiber multitube construction 1060 Supply of Multi mode, jelly filled, Optical fiber cable with non metallic armour with following number of cores & construction, as per EIL standard specifications, data sheet, specifications of this tender and directions of Engineer-in-Charge. 1061 6 Fiber multitube construction 1062 Supply of HDPE ducts for laying of optical fiber cables between various substations, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge 1063 HDPE duct with overall dia. Upto 60mm 1064 HDPE duct with overall dia. above 60mm 1065 CIVIL WORKS/M.S. CHEQUERED PLATE 1066 Making through and through cut outs in pockets of size 150 mm dia in the RCC floor/walls of trenches/buildings of thickness upto 200mm for facilitation cable entries using concrete cutting machines including all labour and materials as per approved drawings, specifications of this tender and directions of Engineer -in-charge 1067 Excavation and backfilling of trenches for cables and earth strip etc. , for a maximum depth of 1.5 m, shoring, shuttering and dewatering (if necessary) including consolidation and disposal of surplus earth up to a distance of 30 m, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. (Excavated trench dimensions shall be measured). 1068 Excavation and backfilling of trenches in all types of soil including rock. 1069 Excavation and backfilling of trenches in all types of soil except rock. 1070 Supply and laying of 40 mm size gravel in one layer of 100/150 mm thick including dressing of soil surface and laying the aggregate in uniform layer and density, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge ( Aggregate will be measured in boxes of size 1.5 m x 1.5 m x 0.5 m which shall be taken as 1 cubic metre, the boxes are to be furnished by the contractor free of cost for measuring purposes). 1071 40 mm size gravel. 1072 Supply and spreading of approved fine river sand/stone dust in cable trenches, including all labour and materials, specifications of this tender and directions of Engineer-in-Charge. 1073 Fine river sand. 1074 Supply and spreading of approved FLY ASH BRICKS - TYPE-5 of 75 mm thickness in cable trenches for cable protection, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. (Actual area of laid brick surfaces shall be measured). 1075 Bricks. 1076 Supply, fabrication and installation of 6 mm thick M.S. chequered plate for covering floor cut- outs/cable trenches etc., including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 1077 6 mm thick M.S. chequered plate. 1078 Making through and through cut outs in pockets of following shape and size in the RCC floor/ walls of trenches/ buildings of thickness above 200 mm and upto 400 mm for facilitating cable/ duct entries, using concrete cutting machines and making cut out good using plastering and painting including all material and labour as per approved drawings, specification of this tender and directions of Engineer-in-charge. 1079 Rectangular Cut Out of length 200 mmwidth 200 mm 1080 Circular Cut Out of diameter 150 mm 1081 LAN SYSTEMS 1082 Supply, installation, mounting, testing & commissioning of following Ethernet switches including performance warranty certification(for LAN) of 25 years through OEM, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-charge. 1083 Etherswitch Rack Type-I 1084 PAINTING & MARKING 1085 Letter painting and marking of all buses of switchboards, all incomers, bus couplers, outgoings with details of Tag No, feeder rating in KW/Amp, sending end source, in the front of the panels and bus bar, panel nos.etc. on the rear side of the panels for all switchboards, all other substation equipment viz.transformers, capacitors, neutral grounding resistors, VFD panels, other panels, etc for equipment housed in electrical substations including supply of all material such as stickers, enamel paints, stencil, etc including supply of all labour, materials as per the specification of this tender and directions of Engineer-in-Charge. 1086 Each alphabet/character above 2 inch and Upto 4 inch in height/length 1087 Each alphabet/character upto 2 inch in height/length 1088 Each alphabet/character above 4 inch and Upto 8 inch in height/length 1089 Each alphabet/character above 8 inch and Upto 12 inch in height/length 1090 Letter painting of tag nos., applicable circuit nos. for identification with red/black/white paint for all outdoor equipment in safe and hazardous areas viz.light fittings, control gear boxes, lighting/power panels, welding receptacles, convenience receptacles, local control stations, fire alarm manual call points, fire alarm detectors, motors,field call stations, loud speakers, etc. including supply of enamel paint, all hardware as required,supply of all labour, materials as per the specification of this tender and directions of Engineer-in-Charge. 1091 Each alphabet/character above 2 inch and Upto 4 inch in height/length 1092 Each alphabet/character upto 2 inch in height/length 1093 Each alphabet/character above 4 inch and Upto 8 inch in height/length 1094 Each alphabet/character above 8 inch and Upto 12 inch in height/length 1095 INSTRUMENTATION 1096 PRESSURE GAUGES AND ACCESSORIES (Incl. supply of Impulse pipe/Tubing material) 1097 Installation of Line mounted or Remote mounted or Local Gauge Board mounted Pressure gauge/ Pressure gauge with Pulsation Dampener/ Syphon/ Overrange Protector (direct/ surface mounted/ diaphragm seal type) inclusive of mounting of instrument, supply of piping and tubing materials such as valves, fittings, pipes, tubes, compression fittings, as per specification, supply and erection of supports, mounting on support, (if support required), laying of capillary on supports, fabrication and installation of manifolds/ impulse lines with supports as per standards indicated below, hydraulic testing and painting of supports but exclusive of Supply of Instrument, Gauge Board, Yoke, and Calibration. 1098 In Carbon Steel as per Standard 7-52-1103 1099 In Carbon Steel as per Standard 7-52-4079. 1100 DIFFERENTIAL PRESSURE GAUGES (Incl. supply of Impulse pipe/Tubing materials) 1101 Installation of Differential Pressure gauge with/ without pulsation dampner/Syphon/ overrange protector including one side capillary type)/ Diaphragm seal type Differential Pressure gauge, surface/ yoke mounted inclusive of mounting of instrument, supply of piping & tubing materials such as valves, fittings, pipes, tubes, compression fittings as per specifications enclosed, supply and erection of supports, mounting on support, laying of capillary on supports, fabrication and installation of manifolds/ impulse lines with supports as per standards indicated below, hydraulic testing and painting of supports but exclusive of Supply of Instrument and Calibration 1102 In Carbon Steel as per Standard 7-52-4077. 1103 In Carbon Steel as per Standard 7-52-4078. 1104 PRESS.INSTRUMENTS (Incl. supply of Impulse pipe/Tubing material) 1105 Installation of Pressure Transmitters/ Pressure Switches (with or without Pulsation Dampener, Overrange Protector)/ Diaphragm seal type Pressure Transmitters/ Diaphragm seal type Pressure Switches including mounting on Yoke/ Surface, supply of piping & tubing materials such as valves, fittings, pipes, tubes, compression fittings as per specifications enclosed, supply of supports for capillary, supply and erection of supports for impulse lines wherever required, fabrication and installation of manifolds/ impulse lines with supports as per Standard indicated below, laying of capillary on supports, hydraulic testing and painting of supports but exclusive of Supply of Instrument, all Electrical/ Pneumatic connections, Yoke and Calibration. 1106 In Carbon Steel as per Standard 7-52-1101 1107 In Carbon Steel as per Standard 7-52-1159 1108 In Carbon Steel as per Standard 7-52-1188 1109 In Carbon Steel as per Standard 7-52-1102 1110 In Carbon Steel as per Standard 7-52-1163 1111 In Stainless Steel as per Standard 7-52-1159 1112 DIFFERENTIAL PRESSURE INSTRUMENTS (Incl. supply of Impulse pipe/Tubing materials) 1113 Installation of Differential Pressure Transmitters (including one side capillary type)/ Differential Pressure Switch(including one side capillary type)/ Diaphragm seal type DP Transmitters/ Diaphragm seal type DP Switch including mounting on Yoke/ Surface, supply of piping & tubing materials such as valves, fittings, pipes, tubes, compression fittings as per specifications enclosed, ,supply and erection of supports for impulse lines wherever required, fabrication and installation of manifolds/ impulse lines with supports as per Standard indicated below, supply and fabricating of supports for capillary, laying of capillary on supports, painting, installation of flushing connection, hydraulic testing of impulse lines as per standard indicated below but exclusive of Supply of Instrument, all Electrical/ Pneumatic connections, Yoke and Calibration. 1114 In Carbon Steel as per Standard 7-52-1140 1115 In Carbon Steel as per Standard 7-52-1192 1116 DIFFERENTIAL PRESSURE (FLOW) TRANSMITTERS (Incl. supply of Impulse pipe/Tubing material) 1117 Installation of Differential pressure(with or without integral manifold)/ Diaphragm Seal Type Differential Pressure flow instruments including Mounting on Yoke, supply of piping & tubing materials such as valves, fittings, pipes, tubes, compressive fittings as per specifications enclosed,supply of supports for impulse lines/ manifolds/ capillary, fabrication and Installation of manifolds/ impulse lines with supports as per Standard indicated below, laying of capillary on supports, hydraulic testing and painting of supports but exclusive of Supply of Instruments, all Electrical/ Pneumatic connections, Yoke and Calibration. 1118 In Carbon Steel as per Standard 7-52-3489. 1119 In Carbon Steel as per Standard 7-52-3490. 1120 In Carbon Steel as per Standard 7-52-3491. 1121 In Stainless Steel as per Standard 7-52-3490. 1122 ULTRASONIC FLOWMETER 1123 Installation of Transmitters/ Preamplifiers for ultrasonic flowmeters on yoke/ instrument (if required) including Straight length spool piece with pressure and temperature compensation loop including laying and termination of interconnection cable supports for cables as required, painting of supports but exclusive of supply of instrument, yoke and calibration. 1124 Installation of Transmitters/ Preamplifiers for Ultrasonic Flowmeters 1125 DIFFERENTIAL PRESSURE (LEVEL) TRANSMITTERS (Incl. supply of Impulse pipe/Tubing material) 1126 Installation of DP type/ Diaphragm Seal DP type Level Instrument including mounting on Yoke, supply of piping & tubing materials such as valves, fittings, pipes, tubes, compressive fittings, as per specifications enclosed, supply of supports for impulse line/ capillary/ manifold, fabrication of manifolds and erection wherever required, laying of capillary on supports, fabrication and installation of impulse lines with support as per Standard indicated below, hydraulic testing and painting of supports but exclusive of Supply of Instrument,all Electrical/ Pneumatic connections, Yoke and Calibration. 1127 In Carbon Steel as per Standard 7-52-1523. 1128 In Carbon Steel as per Standard 7-52-1524. 1129 LEVEL GAUGES (Incl. supply of Impulse pipe/Tubing material) 1130 Installation of Level Gauges on Vessel/ Piping/ Standpipes with minor modification wherever required, supply of piping & tubing materials such as valves, fittings, pipes, tubes, compression fittings, as per specifications enclosed, fabrication of primary piping, fabrication and installation of drain valve/ vent valve assembly as per Standard indicated below, hydraulic testing of gauge, installation of illuminators/ non-frosting extension if required but exclusive of Supply of Gauges and Illuminators. 1131 In Carbon Steel as per Standard 7-52-1527 1132 SERVO TYPE TANK GAUGES 1133 Installation/ interconnection of Servo type Gauges with/ without Tank Farm Management (TFM) System components. Installation of Gauge, Isolation ball valve, Calibration chamber on flanged equipment nozzle, with or without still well, Junction boxes with barriers, power switch, all Electrical connections but exclusive of Supply of Instrument, still well and Calibration/ Setting of gauges. 1134 Servo Gauge Installation 1135 RADAR LEVEL INSTRUMENTS 1136 Installation of radar sensor and antenna, flanged type connection on equipment nozzle/ rail mounting with/without still well, but exclusive of supply of instruments. Installation of electronics units (total system for indication, transmission, marshalling etc. for one tank), including mounting on Yoke, supply of angle tray with supports, fabrication and erection of supports and laying of cable up to instrument/probe with clamps, termination of cables at both ends, but exclusive of supply of Instruments, supply of yokes and Calibration. 1137 Installation of Top Mounted Radar 1138 Installation of tank side indicator/electronic unit (total system for indication/ transmission/marshalling etc., as required for one tank) including mounting on yoke/support, fabrication and erection of supports, laying and termination of interconnecting cable up to instrument/ indicator with clamps, termination of cables at both ends, painting of supports but exclusive of supply of instruments, yoke, cables and calibration. 1139 Tank Side Indicator 1140 TEMPERATURE INSTRUMENTS 1141 Installation of Temperature Indicators/ Gauges (Filled system/ Bimetallic) RTD/ Thermocouple/ Temperature Switches/ Temperature transmitters with flanged thermowell inclusive of installation of machined/ built-up thermowells on the nozzle and installation of Instruments, Electrical/ Pneumatic connection but exclusive of Supply of Instruments/ Elements/ Thermowell, and Calibration. 1142 Temperature Indicator/ Gauges (Bimetallic Type) with thermowell on flanged wells 1143 TEMPERATURE TRANSMITTERS (REMOTE MOUNTED) 1144 Thermocouple/ RTD element with thermowell, along with Temperature Transmitter remote mounted. Installation of transmitter including mounting on yoke, fabrication and erection of supports with clamps and laying of extension/RTD cable upto thermocouple, termination of cables at both ends, painting of supports but exclusive of Supply of Instruments, Cable, Yoke and Calibration. 1145 Temperature transmitter and RTD. 1146 Temperature Transmitter and RTD with flanged well 1147 Multipoint temperature transmitter with Thermocouple / RTD 1148 MISCELLANEOUS ITEMS AND DEVICES 1149 Mounting of Miscellaneous instrument items as listed below on Yoke; fabrication and erection of Supports and including installation of instrument items,paintingofsupportsbutexclusiveofSupplyofInstrumentitems, Piping/ Tubing material / Calibration and supply and erection of Yoke support. 1150 ER probe assembly with accessories like flange, valve etc, if any, fixing of gaskets bolts/nuts wherever required and performing Positive Material Identification(PMI) using alloy analysers as per specification, drawings and directions of Engineer-in-Charge. 1151 Corrosion coupon assembly with accessories like flange, valve etc, if any, fixing of gaskets bolts/nuts wherever required and performing Positive Material Identification(PMI) using alloy analysers as per specification, drawings and directions of Engineer-in-Charge. 1152 Weather proof Push Button Station/ Selector Switches. 1153 Corrosion Transmitters 1154 CALIBRATION/ TESTING 1155 Cleaning, adjusting stroke/ positioner, stroke speed checking of Control and On-off (Shutdown) valves. Providing equipments, necessary test jig, Instrument Air, Nitrogen Cylinders, test reports, all consumable and loop testing. Excludes flow calibration 1156 Control Valves 1157 Self Actuated Pressure reducing valves 1158 Cleaning, set pressure tests of Pressure Relief and Thermal Relief Valves. Providing equipment, necessary test jig, Instrument Air, Nitrogen Cylinders, test reports, all consumable. Excludes flow calibration. 1159 Sizes upto 3/4 x 1 threaded 1160 Inlet Sizes upto 2 flanged, rating 150# to 2500# 1161 Cleaning, calibration of the instrumentslisted below including removal of instrumentfromreinstalledlocationslikepanels,enclosures,racks,field etc.,andfixingthembackinrespectiveplaces,providingequipments, necessarytestjig,InstrumentAir,NitrogenCylinders,testreports,all consumable, exceptforspecialimportedtestequipments for electronic instruments to be supplied by owner if available. 1162 Pressure gauges 1163 Pressure transmitters 1164 Differential Pressure Gauges 1165 Differential Pressure Transmitters for Flow, Level and D.P. 1166 Temperature gauges 1167 Temperature Transmitters 1168 Tank Level Instrument (Radar type) 1169 Servo Type Tank Gauges 1170 Electronic Local Indicator 1171 Cleaning, checking and functional tests for flowmeters. Providing equipments, necessary test jig, Instrument Air, test reports, all consumable, except for special imported test equipments for electronic instruments to be supplied by owner if available. Excludes flow calibration. 1172 Ultrasonic flowmeters 1173 LOOP CHECKING 1174 Loop checking (excluding calibration/ testing) of the instruments listed below including verifying the functional performance of all elements comprising the loop, thereby ensuring proper interconnections and operation, with all other specifications inline with clause 4.13 of Standard specification for Erection tender 6-52-0060. 1175 Pressure transmitters 1176 Differential Pressure Transmitters for Flow, Level and D.P. 1177 Temperature Transmitters 1178 Special Level Instruments/ Guided Wave / Ecclipse type Radar level instruments 1179 Tank Level Instruments (Radar type) 1180 Electronic Local Indicator 1181 Speed / Vibration Transmitter 1182 Push Button/Selector Switches/Lamps 1183 Control valve positioner 1184 Corrosion Transmitter 1185 Loop checking (excluding calibration/ testing) of the flowmeters listed below including verifying the functional performance of all elements comprising the loop, thereby ensuring proper interconnections and operation, with all other specifications inline with clause 4.13 of Standard specification for Erection tender 6-52-0060. 1186 Ultrasonic flowmeters 1187 SUPPLY ITEMS 1188 Supply of Instrument items as per specifications enclosed elsewhere in the Tender. 1189 24 Orifice plate as per Instrument data sheet no. B861-700-YF-DS-0001. 1190 2/300# Orifice plate & flange assembly as per Instrument data sheet no. B861-700-YF-DS-0001. 1191 3/300# Orifice plate & flange assembly as per Instrument data sheet no. B861-700-YF-DS-0001/B861-851-YF-DS-0001. 1192 4/300# Orifice plate & flange assembly as per Instrument data sheet no. B861-851-YF-DS-0001. 1193 Magnetic Level Gauge as per Instrument data sheet no. B861-701-YL-DS-2900. 1194 Breather valve as per Instrument data sheet no. B861-701-YB-DS-3200. 1195 Retractor Tool for ER probes system & Corrosion coupon system as per Job specification for corrosion monitoring system document no.B861-000-06-42-CMS-0001. 1196 Tubular ER Probe system (Tag No. 701-CP-1701) with ER probe assembly, corrosion transmitter (Tag No. 701-CT-1701), 1 working and 1 spare ER probes for each ER probe locations as per data sheet no. B861-701-YI-DS- 3001 &as per Job specification for corrosion monitoring system document no.B861-000-06-42-CMS-0001. 1197 Tubular ER Probe system (Tag No. 701-CP-1801) with ER probe assembly,corrosion transmitter (Tag No. 701-CT-1801), 1 working and 1 spare ER probes for each ER probe locations as per data sheet no. B861-701-YI-DS- 3002 &as per Job specification for corrosion monitoring system document no.B861-000-06-42-CMS-0001. 1198 Tubular ER Probe system (Tag No. 701-CP-1901) with ER probe assembly, corrosion transmitter (Tag No. 701-CT-1901), 1 working and 1 spare ER probes for each ER probe locations as per data sheet no. B861-701-YI-DS- 3003 &as per Job specification for corrosion monitoring system document no.B861-000-06-42-CMS-0001. 1199 Tubular ER Probe system (Tag No. 701-CP-2001) with ER probe assembly, corrosion transmitter (Tag No. 701-CT-2001), 1 working and 1 spare ER probes for each ER probe locations as per data sheet no. B861-701-YI-DS- 3004 &as per Job specification for corrosion monitoring system document no.B861-000-06-42-CMS-0001. 1200 Tubular ER Probe system (Tag No. 701-CP-2101) with ER probe assembly, corrosion transmitter (Tag No. 701-CT-2101), 1 working and 1 spare ER probes for each ER probe locations as per data sheet no. B861-701-YI-DS- 3005 &as per Job specification for corrosion monitoring system document no.B861-000-06-42-CMS-0001. 1201 Corrosion coupon system (Tag No. 701-CC-1701) with Corrosion Coupon Holder Assembly, 25 nos. of coupons for each corrosion coupon location as per data sheet no. B861-701-YI-DS- 3001 &as per Job specification for corrosion monitoring system document no.B861-000-06-42-CMS-0001. 1202 Corrosion coupon system(Tag No. 701-CC-1801) with Corrosion Coupon Holder Assembly, 25 nos. of coupons for each corrosion coupon locationas per data sheet no. B861-701-YI-DS- 3002 &as per Job specification for corrosion monitoring system document no.B861-000-06-42-CMS-0001. 1203 Corrosion coupon system(Tag No. 701-CC-1901) with Corrosion Coupon Holder Assembly, 25 nos. of coupons for each corrosion coupon location as per data sheet no. B861-701-YI-DS- 3003 &as per Job specification for corrosion monitoring system document no.B861-000-06-42-CMS-0001. 1204 Corrosion coupon system(Tag No. 701-CC-2001) with Corrosion Coupon Holder Assembly, 25 nos. of coupons for each corrosion coupon location as per data sheet no. B861-701-YI-DS- 3004 &as per Job specification for corrosion monitoring system document no.B861-000-06-42-CMS-0001. 1205 Corrosion coupon system(Tag No. 701-CC-2101) with Corrosion Coupon Holder Assembly, 25 nos. of coupons for each corrosion coupon location as per data sheet no. B861-701-YI-DS- 3005 &as per Job specification for corrosion monitoring system document no.B861-000-06-42-CMS-0001. 1206 24 V DC loop powered spare corrosion Transmitter. 1207 Type: Non-contact type Radar Level Instrument (Tag No. 700-LT-1601)as per data sheet no.B861-700-YL-DS-2000 , Smart Transmitter with integral display , Power supply: 24 VDC Loop powered or separate 240V AC UPS Supply, Gauge Head: 6 Flanged connection / Top mounted, Flange Material: SS316, Accuracy: +/- 3mm, Output: 4-20 mA HART / 1/2 cable entry connectionfor signal & 3/4 cable entry connection for power (if applicable). 1208 Type: Non-contact type Radar Level Instrument (Tag no. 700-LT-1602)as per data sheet no.B861-700-YL-DS-2001 , Smart Transmitter with integral display & local indicator, Power supply: 24 VDC Loop powered or separate 240V AC UPS Supply,Gauge Head: 6 Flanged connection / Top mounted, Flange Material: SS316, Accuracy: +/- 3mm, Output: 4-20 mA HART /1/2 cable entry connectionfor signal & 3/4 cable entry connection for power (if applicable). 1209 Type: Non-contact type Radar Level Instrument (Tag No. 701-LT-2201) as per data sheet no.B861-701-YL-DS-2000 , Smart Transmitter with integral display & local indicator, Power supply: 24 VDC Loop powered or separate 240V AC UPS Supply, Gauge Head: 8 Flanged connection / Top mounted, Flange Material: SS316 , Accuracy: +/- 3mm, Output: 4-20 mA HART /1/2 cable entry connectionfor signal & 3/4 cable entry connection for power (if applicable). 1210 Type: Non-contact type Radar Level Instrument (Tag No. 701-LT-2203) as per data sheet no.B861-701-YL-DS-2001 , Smart Transmitter with integral display, Power supply: 24 VDC Loop powered or separate 240V AC UPS Supply, Gauge Head: 6 Flanged connection / Top mounted, Flange Material: SS316, Accuracy: +/- 3mm, Output: 4-20 mA HART /1/2 cable entry connectionfor signal & 3/4 cable entry connection for power (if applicable). 1211 Type: Non-contact type Radar Level Instrument (Tag No. 701-LT-2204) as per data sheet no.B861-701-YL-DS-2002 , Smart Transmitter with integral display & local indicator, Power supply: 24 VDC Loop powered or separate 240V AC UPS Supply.Gauge Head: 6 Flanged connection / Top mounted , Flange Material: SS316, Accuracy: +/- 3mm, Output: 4-20 mA HART /1/2 cable entry connectionfor signal & 3/4 cable entry connection for power (if applicable). 1212 Type: Non-contact type Radar Level Instrument (Tag No. 851-LT-5501) as per data sheet no.B861-851-YL-DS-2000 , Smart Transmitter with integral display , Power supply: 24 VDC Loop powered or separate 240V AC UPS Supply, Gauge Head: 8 Flanged connection / Top mounted, Flange Material: SS316, Accuracy: +/- 3mm, Output: 4-20 mA HART / 1/2 cable entry connectionfor signal & 3/4 cable entry connection for power (if applicable). 1213 Type: Non-contact type Radar Level Instrument (Tag No. 851-LT-5502) as per data sheet no.B861-851-YL-DS-2001 , Smart Transmitter with integral display & local indicator, Power supply: 24 VDC Loop powered or separate 240V AC UPS Supply.Gauge Head: 8 Flanged connection / Top mounted, Flange Material: SS316, Accuracy: +/- 3mm, Output: 4-20 mA HART /1/2 cable entry connectionfor signal & 3/4 cable entry connection for power (if applicable). 1214 Type: Servo Level Instrument (TagNo. 701-LT-2202) as per data sheet no.B861-701-YL-DS-2003 , Smart Transmitter with integral display , Power supply: 24 VDC Loop powered or separate 240V AC UPS Supply, Gauge Head: 6 Flanged connection / Top mounted, Flange Material: SS316, Accuracy: +/- 3mm, Output: 4-20 mA HART/ 1/2 cable entry connectionfor signal & 3/4 cable entry connection for power (if applicable). 1215 Signal cableXLPE insulatedFRLS 2 QUAD X1.5 mm2 as per data sheet no.B861-000-YS-DS-7006. 1216 2/300# Orifice plate & flange assembly as per Instrument data sheet no. B861-700-YF-DS-0002. 1217 Signal cableFR2 QUAD X1.5 mm2 as per data sheet no.B861-000-YS-DS-7009. 1218 Industrial grade 4 1/2 digit digital Multimeter including accessories like battery, connecting pin, carry bag. 1219 Industrial grade digital mA loop calibrator including accessories like battery, connecting pin, carry bag. 1220 Industrial grade Multifunction calibrator with low , high pressure pump including accessories like charger, connecting pin, carry bag. 1221 Universal hand-held HART communicators with accessories including charger, connecting pin, carry bag. 1222 Differential Pressure (Flow) Transmitter-HART as per data sheet no. B861-700-YI-DS-3150 & B861-851-YI-DS-3150. 1223 Differential Pressure (Flow) Transmitter-HART as per data sheet no. B861-700-YI-DS-3151. 1224 Differential Pressure Transmitter-HART as per data sheet no. B861-700-YI-DS-3200. 1225 Differential Pressure (Level) Transmitter-HART as per data sheet no. B861-701-YI-DS-3050. 1226 Pressure Transmitter-HART as per data sheet no. B861-700-YP-DS-3001,B861-700-YP-DS-3002, B861-700-YP-DS-3003 & B861-701-YP-DS-3001. 1227 Pressure Transmitter-HART as per data sheet no. B861-701-YP-DS-3002 & B861-851-YP-DS-3002. 1228 Pressure Transmitter-HART as per data sheet no. B861-701-YP-DS-3003 & B861-851-YP-DS-3001. 1229 Multipoint Temperature Elements - RTD with thermowell as per data sheet no. B861-701-YT-DS-4050. 1230 Temperature Elements - RTD with thermowell as per data sheet no. B861-700-YT-DS-4101, B861-701-YT-DS-4002, B861-851-YT-DS-4001. 1231 Temperature Transmitter-HART as per data sheet no. B861-700-YI-DS-3100, B861-701-YI-DS-3100, B861-701-YI-DS-3101, B861-701-YI-DS-3102 & B861-851-YI-DS-3100. 1232 Temperature Elements - RTD as per data sheet no. B861-701-YT-DS-4001. 1233 Signal cableFR 1PX1.5 mm2 as per data sheet no.B861-000-YS-DS-7008. 1234 Pressure Gauges as per data sheet no. B861-851-YP-DS-1100 & B861-700-YP-DS-1100, B861-701-YP-DS-1100. 1235 Temperature Gauges with thermowell as per data sheet no. B861-851-YT-DS-4100, B861-700-YT-DS-4105, B861-701-YT-DS-4100. 1236 Pressure Gauges as per data sheet no. B861-700-YP-DS-1101, B861-701-YP-DS-1101. 1237 Differential Pressure Gauges as per data sheet no. B861-700-YP-DS-1102, B861-701-YP-DS-1102. 1238 Temperature Gauges with thermowell as per data sheet no. B861-700-YT-DS-4104, B861-701-YT-DS-4101. 1239 Signal cableXLPE insulatedFRLS 12PX1.5 mm2 1240 Signal cableXLPE insulatedFRLS 1PX1.5 mm2 1241 Supply of Junction boxes of various types and specifications 1242 Junction Box, Weatherproof type for 12 Pair Cable 1243 Junction Box, Weatherproof type for 3 Way 1244 Supply of Cable glands ofvarioustypes and specifications 1245 Weatherproof double compression type Cable gland, SS 304 material with PVC shroud, 1/2 NPTM 1246 Weatherproof double compression type Cable gland, SS 304 material with PVC shroud, 1 1/2 NPTM 1247 Weatherproof double compression type Cable gland, SS 304 material with PVC shroud, 3/4 NPTM 1248 Supply of plugs for cable entries of varioustypes and specifications 1249 Plug ,weatherproof type, SS 304 material, 1/2 NPTM 1250 Plug ,weatherproof type, SS 304 material, 1 1/2 NPTM 1251 Plug ,weatherproof type, SS 304 material, 3/4 NPTM 1252 Supply of compression tube fittings in Stainless Steel of various types and specifications 1253 Male Connector: Material: SS-316 : Size: 1/2 NPTM X 1/2 OD 153 Bar 1254 Male Connector: Material: SS-316 : Size: 1/4 NPTM X 1/4 OD 153 Bar 1255 Male Connector: Material: SS-316 : Size: 1/2 NPTM X 1/4 OD 153 Bar 1256 SS 316 Ball Valve 1/2 TH 41 Bar. 1257 Tube Union: Material: SS-316 ; Size: 1/2 OD x 1/2 OD 153 Bar 1258 Tube Cap; Material: SS-316 ; Size : 1/2 OD 153 Bar 1259 6 Way Air Manifold SS316 1260 Supply of instrument tubes of different types and specifications 1261 SS316L tube 1/2 OD 153 Bar 1262 SS316L tube 1/4 OD 153 Bar 1263 Supply of pipe and pipe fittings 1264 SS316 Pipe 1 PL End, SCH. 40S 1265 10% of impulse piping / tubing material subject to minimum 1 number (1 meter for pipe / tube), whichever is higher, of each type, size, rating & material wise (such as valves, fittings, pipes, tubes, compression fittings as listed in the list of items of installation standard no. 7-52-3489, 7-52-3490, 7-52-3491, 7-52-1527, 7-52-1523, 7-52-1524, 7-52-4077, 7-52-4078, 7-52-1192, 7-52-1140, 7-52-1103, 7-52-4079 , 7-52-1101, 7-52-1102, 7-52-1159, 7-52-1188 & 7-52-1163) in the overall SOR quantity as per specification as a Mandatory spare. 1266 SS316 Nipple 1/2 TH x TH, SCH. 80S 1267 SS316 Nipple 1 TH x PL, SCH. 40S 1268 SS316 Nipple 1 PL x PL, SCH. 40S 1269 SS316 Equal Tee 1 SW, 3000# 1270 SS316 Elbow 1” SW, 3000# 1271 SS316 Cap 1/2” TH, 3000# 1272 SS316 Cap 1” TH, 3000# 1273 SS316 Coupling full 1” SW, 3000# 1274 SS316 Globe Valve 1 SW, body rating: 800#, end rating: 3000# 1275 JUNCTION BOX INSTALLATION 1276 Installation of weatherproof junction boxes including supply, fabrication and installation of supports, installation of junction boxes, supply of 14 SWG Copper wire (max. length 10 m per Junction Box), laying and connection, screwing plugs for unused entries and painting but exclusive of supply of junction boxes and glands/ fittings for cable size 12Px0.5/1.0/1.5/2.5 mm² Signal/Alarm/ Control. 1277 Installation of weatherproof three way junction boxes for Power including supply, fabrication and installation of supports, installation of junction boxes, supply of 14 SWG Copper wire (max. length 10 m per Junction Box), laying and connection, screwing plugs for unused entries and painting but exclusive of supply of junction boxes and glands/ fittings for cable size 2C x 2.5 mm² 1278 LAYING OF CABLES 1279 Laying of instrumentation cables for signal, alarm, shutdown, control and signal cable on ducts, main trays, perforated trays, angle trays, trenches (including opening of cable duct covers if requiredthrough IRCs {Instrument Road Crossings}) including clamping, glanding the cables, termination at both ends including shield/ drain/ communication wire, providing and fixing identifying tags and megger testing but exclusive of supply of cables and erection of ducts, main tray, perforated tray/ angle trays and preparation of cable trench. 1280 Signal / Alarm / Control Cables of cable sizes 1P x 1.5 / 2.5 mm² 1281 Signal/ Alarm/ Control Cables of cable sizes 24C /12P x 1.5/ 2.5mm² 1282 Laying of power cables on ducts, main trays, perforated trays, angle trays, trenches (including through IRCs) including opening of cable duct covers if required clamping, glanding the cables, termination at both ends including shield/ drain/ communication wire providing and fixing of identifying tags and megger testing but exclusive of supply of multi cables and erection of ducts, main tray, perforated tray/ angle tray and preparation of cable trench 1283 For cable size 2C x 2.5 mm² 1284 EARTHING 1285 Supply, laying and termination of both ends of earthing cables from earth grid pit to the DCS/ Local panels/ Barrier earth bus bars in trays/ conduits/ trenches as required. 1286 At both ends of earth grid/ Instruments of copper wire (12 AWG) in trays and conduits as required excluding earth-pit preparation and electrode installation. 1287 PIPING / TUBING / FABRICATION WORK 1288 Fabrication and erection of SS Air lines and fittings including supply/ fabrication/ erection of supports, installation of distribution, pneumatic testing and painting of supports but exclusive of supply of pipe and fittings as per standard 1289 For size 1 1290 Laying of Bare/ PVC covered copper tubes/ SS tubes on perforated trays including clamping, termination at both ends, providing identifying tags at both ends and Air testing, but exclusive of supply of copper/SS tubes, fitting and erection of perforated tray/ angle tray 1291 1/2 / 12 mm O.D . (for SS tubes) 1292 Erection of SS Air distribution manifold and fittingsincludingsupply/ fabrication/ erection of supports, pneumatic testing andpaintingofsupportsbutexclusiveofsupplyofSSAir distribution manifold and fittings 1293 Installation of 6-way Air Manifold (1/2) as per Standard 7-52-1905 1294 Tubing Hook-up of Control valves/ Pneumatic Transmitters etc. with air filter regulator / positioner / solenoid valves / Current to Pneumatic converters etc. as per Standards 1295 as per standard 7-52-3982. 1296 RADIOGRAPHY - CARBON STEEL WELD JOINTS 1297 Radiography conforming to the requirements of the Piping Class for all weld joints in impulse piping of Pressure Gauges 1298 In Carbon Steel as per Standard 7-52-1103. 1299 In Carbon Steel as per Standard 7-52-4079. 1300 Radiography conforming to the requirements of the Piping Class for all weld joints in impulse piping of Differrential Pressure Gauge 1301 In Carbon Steel as per standard 7-52-4077. 1302 In Carbon Steel as per standard 7-52-4078. 1303 Radiography conforming to the requirements of the Piping Class for all weld joints in impulse piping of Pressure Instruments installations 1304 In Carbon Steel as per Standard 7-52-1101. 1305 In Carbon Steel as per Standard 7-52-1159. 1306 In Carbon Steel as per Standard 7-52-1188. 1307 In Carbon Steel as per Standard 7-52-1102. 1308 In Carbon Steel as per Standard 7-52-1163. 1309 Radiography conforming to the requirements of the Piping Class for all weld joints in impulse piping of Differential Pressure Instruments 1310 In Carbon Steel as per Standard 7-52-1140. 1311 In Carbon Steel as per Standard 7-52-1192. 1312 Radiography conforming to the requirements of the Piping Class for all weld joints in impulse piping of Differential Pressure (Flow) Instruments 1313 In Carbon Steel as per Standard 7-52-3489. 1314 In Carbon Steel as per Standard 7-52-3490. 1315 In Carbon Steel as per Standard 7-52-3491. 1316 Radiography conforming to the requirements of the Piping Class for all weld joints in impulse piping of Differential Pressure (Level) Instruments 1317 In Carbon Steel as per Standard 7-52-1523. 1318 In Carbon Steel as per Standard7-52-1524. 1319 Radiography conforming to the requirements of the Piping Class for all weld joints in impulse piping of Magnetic Level Gauges 1320 In Carbon Steel as per Standard 7-52-1527. 1321 RADIOGRAPHY - CS SPECIAL, ALLOY STEEL, SS 1322 Radiography conforming to the requirements of the Piping Class for all weld joints in Piping of Instrument air supply distribution, In Stainless Steel as per Standard 7-52-1905. 1323 Radiography conforming to the requirements of the Piping Class for all weld joints in impulse piping of Pressure Instruments installations 1324 In Stainless Steel as per Standard 7-52-1159. 1325 Radiography conforming to the requirements of the Piping Class for all weld joints in impulse piping of Differential Pressure (Flow) Instruments 1326 In Stainless Steel as per Standard 7-52-3490. 1327 Fire protection of instrument cable duct/trays 1328 Supply and erection of fire protection material for instrument cable ducts as per specification enclosed elsewhere with tender 1329 Run of Duct 600mm(W) X 300mm(H) 1330 Supply and erection of fire protection of cable trays as per specification enclosed elsewhere with tender 1331 Run of Tray 100mm (W) X 30mm (H) 1332 Run of Tray 60 mm (W) X 20mm (H) 1333 Run of Tray 150 mm (W) X 75 mm (H) 1334 Run of Tray 300 mm (W) X 75 mm (H) 1335 STRUCTURAL 1336 Supply, Fabrication and erection of Galvanised Iron duct and its supports as per standard. Duct configurations include Duct Equal Tee, Duct Expander Tee, Duct Reducer Tee, Duct Offset Bend, Duct with Reducer, Vertical Plane Tee, Vertical Plane Elbow, Duct Bridge (jumpover), Sleeves. 1337 Run of Duct 1000mm (W) X 400mm (H) 1338 Run of Duct 600mm (W) X 300mm (H) 1339 Run of Duct 800mm (W) X 300mm (H) 1340 Supply and erection of prefabricated FRP perforated trays with covers as per specifications enclosed elsewhere in tenderdocument and its support including tees, bends and elbows 1341 tray of 60 mm (W) X 20 mm (H) 1342 tray of 150 mm (W) X 75 mm (H) 1343 tray of 300 mm (W) X 75 mm (H) 1344 tray of 100 mm (W) X 30 mm (H) 1345 CANOPY FOR INSTRUMENTS AND JUNCTION BOXES 1346 Supply of Prefabricated FRP canopies along with mounting accessories for local instruments, Transmitters, Junction Box etc. for mounting on the stanchion and alignment as per standard 7-52-0105 1347 FRP Canopy (All sides closed) - Field Instruments 1348 FRP Canopy (All Side Closed) - Temperature Transmitter and Loop Powered Indicator 1349 FRP Canopy For Junction Box - Front Side Open 1350 FRP Canopy (All Side Closed) - Guided Wave , Mass Flow Meter 1351 FRP Canopy for RTD / Thermocouple 1352 Erection of Prefabricated FRP canopies for local instruments, Transmitters, Junction Box etc. on the stanchion and alignmentas per standard 7-52-0105 1353 FRP Canopy (All sides closed) - Field Instruments 1354 FRP Canopy (All Side Closed) - Temperature Transmitter and Loop Powered Indicator 1355 FRP Canopy For Junction Box - Front Side Open 1356 FRP Canopy for RTD / Thermocouple 1357 FRP Canopy (All Side Closed) - Radar Level Instruments 1358 GENERAL SITE WORK 1359 Supply of Yoke supports for transmitters/ preamplifiers (wherever applicable) including supply, fabrication and erection of instrument yoke of all types and painting of yoke supports but exclusive of mounting of Instrument on supports. 1360 2 Yoke supports as per standard 7-52-0101 1361 Erection of 2 Yoke supports/ stanchions for Instruments but excluding supply and fabrication of Yoke support. 1362 Erection of2 Yoke supports for instruments excluding supply of Yoke 1363 Supply, fabrication and installation of structural supports with MS channel/angle/plates etc. for supports ofmiscellaneous instruments/cabinets/panels including cutting, welding , bolting, rivetting, groutingincluding supply and installation of installation hardware like anchor bolts/nuts etc., painting of supports including supply of paints as per specification, including all labours and materials and completion of jobs in all aspects as per drawings/directions of Engineer-in-Chargenor paid). 1364 Structural steel ISMC 100 1365 Identification of instrument items wherever required including supply of approved colour of paint/ paints (Fluorescent), painting of tag number (approx 25-50 mm high) on instrument item like transmitter, switches, level gauges, control valves etc. as specified by Engineer-in-Charge. 1366 Identification of instrument items 1367 Supply, Fabrication & Installation of Concrete Pedestal (RCC) for supporting JB/Yoke but exclusive of supply of JB/Yoke as per specifications/drawing attached 1368 Size 500 mm x 500 mm x 600 mm 1369 SITE ACTIVITIES BY MECHANICAL CONTRACTOR 1370 Supply & wrapping of single layer PIR Insulation (Cold conservation type insulation ) with thickness of 50mm for 1/2 impulse lineconsist of insulation blocks fixed with adhesives, joint sealants, protected from moisture/ water ingress by vapour barrier, vapour stop and covered with a weather protection jacket after cleaning the impulse lines of dust, rust, grease in line withJob specification for Insulation of piping & equipment ( B861-000-06-43-IL-S001 ) attached in the tender. The wrapping of the insulation around impulse line shall cover it completely without leaving any gap. Scope of supply & wrapping by Contractor includes all material, tools, tackles & labour etc. to complete the work in all respects. 1371 Supply & wrapping of single layer PIR Insulation (Surface condensation type insulation ) with thickness of 25mm for 1/2 impulse lineconsist of insulation blocks fixed with adhesives, joint sealants, protected from moisture/ water ingress by vapour barrier, vapour stop and covered with a weather protection jacket after cleaning the impulse lines of dust, rust, grease in line withJob specification for Insulation of piping & equipment ( B861-000-06-43-IL-S001 ) attached in the tender. The wrapping of the insulation around impulse line shall cover it completely without leaving any gap. Scope of supply & wrapping by Contractor includes all material, tools, tackles & labour etc. to complete the work in all respects. 1372 Transportation of all types of valves (Including Control Valves, Special Control Valves, Motor Operated Valves, PRDS, Control valves, On-Off/Shutdown valves, Self actuating valves) from Owners storage points to contractors stores/worksite and installation of valvesfor all rating including assembly of valves accessories like air bottles etc, if any, fixing of gaskets bolts/nuts wherever required and performing Positive Material Identification(PMI) using alloy analysers as per specification, drawings and directions of Engineer-in-Charge. 1373 Inlet Valve size - 12 , Rating - 300# 1374 Inlet Valve size - 1 , Rating - 300# 1375 Inlet Valve size - 1 1/2 , Rating - 300# 1376 Inlet Valve size - 3 , Rating - 300# 1377 Transportation of all types of Safety Valves, Pilot Operated Safety Valves from owners storage point to contractors store/worksite and installation of valves for all ratings including assembly of valves, accessories if any, at alllocations and fixing of gaskets, bolts/nuts wherever required as per drawings, specifications and as per the directions of engineer-in-charge. 1378 Inlet size - 1 , Rating - 150# 1379 Inlet size - 2 , Rating - 150# 1380 Inlet size - 4 , Rating - 150# 1381 Inlet size - 3/4 , Rating - NPT 1382 Impulse line painting (uninsulated) as per painting specification for project 1383 Instrumentation impulse line of size 1/2 for temp. (-)14 to 80 degC 1384 Impulse line painting (insulated) as per EIL painting specification for project. 1385 Impulse line size of 1/2 with material Carbon Steel for temp. (-)45 to 125 degC 1386 ENVIRONMENT 1387 Condensate Water Treatment Plant 1388 CONDENSATE WATER TREATMENT PLANT, WITH COMPLETE ACCESSORIES & AUXILLARIES (As per Document no. B861-000-17-42-SS-1001): The scope of work shall include design, engineering, procurement, fabrication, supply, transport, handling, storage at site, erection, civil, electrical, piping, painting, mechanical and instrumentation works, testing, pre-commissioning, commissioning, trial run and guarantee of condensate water treatment system and handing over of the same to the Owner. 1389 EQUIPMENT - PACKAGE 1390 Design, engineering, procurement of raw materials and bought out components, manufacture, assembly, inspection, testing, painting (both primer and finish coat) , erection, testing &commissioning of following Basket Strainers along with associated equipment/items complete in all respect for efficient & satisfactory operation as per enclosed Scope of Work (Doc no. B861-000-80-42-SOW-3001) & Process data sheets. 1391 BASKET STRAINERS, Tag Nos. 701-STR-1701/1702 1392 BASKET STRAINERS, Tag Nos. 701-STR-1801/1802 1393 BASKET STRAINERS, Tag Nos. 701-STR-1901/1902 1394 BASKET STRAINERS, Tag Nos. 701-STR-2001/2002 1395 BASKET STRAINERS, Tag Nos. 701-STR-2101/2102 1396 Supply and Installation of Wall mounted Split Air Conditioners for Store Officer cabin : Supply of single phase inverter controlled Split Air Conditioner with compatible stabilizer (copper winding) complete with all accessories and fittings, including supply of first fill of refrigerants (non-CFC and eco-friendly), remote control, transportation from vendors works to site, unloading at site, handling, transportation to contractors store and from contractors store to work site, storage at site, assembly at site, installation and other field works including civil-structural works complete in all respect, testing, painting, insulation, commissioning, handing over to client. Split unit shall have wall mounted indoor unit and outside located air cooled condenser (outdoor unit) with insulated refrigerant piping (considering approx 10 m length between indoor and outdoor unit), controls and accessories, electrical and civil works(e.g. civil work related to concealing of refrigerant piping, drain piping to the nearest drain, cabling (considering approx 10 m length between indoor and outdoor unit) of AC units) as required including the structural steel framework, pedestal/bracket to mount the indoor and outdoor units, supports & clamps for refrigerant piping/cables, stabilizer, hold down nuts & bolts, spares for commissioning and start up etc. as per the enclosed Job Specification and other documents referred therein and instruction of engineer-in-charge for each equipment including accessories. 1397 Inverter Type Split Air Conditioner of capacity 1.5 TR having star rating 5 (BEE 5 star rating or equivalent) 1398 EOT CRANE (SAFE AREA APPLICATION) FOR MATERIAL STORE/ WORKSHOP BUILDING :Radio Remote Control(1 Working+ 1 Stand by) Operated-Design, engineering, manufacture, procurement of raw materials and bought out components, supply, fabrication, assembly, shop painting (primer + finish coat), inspection, testing (at manufacturers shop), packing and supply of double girder type EOT Crane including supply of all commissioning spares, special tools and tackles as applicable, mandatory spares, first fill of lubricant, consumables,erection material & documentation, transportation from Vendors works to designated storage site, handling, loading, unloading and storage, complete site works including transportation from storage site to work site, storage & handling at work site, assembly at site, erection installation, testing, touch-up painting, pre commissioning, commissioning, performance guarantee test run including arrangement of test loads, completing thework in all respects and handling over to Client, as per drawing, specifications, scope of work and instructions of engineer in charge and other attachment included in Tender for following EOT Crane.NOTE 1: Span or/and travel length of crane may undergo minor changes of ±0.5 meter during detailed engineering, for which no price & time implication shall be entertained.NOTE 2: Height of lift may undergo minor changes by ±0.5 meter during detailed engineering, for which no price & time implication shall be entertained.NOTE-3: Contractor shall arrange/bring adequate certified test loads during testing at EOT crane location. To and Fro transportation of test loads with cage (including loading, handling, unloading etc.), including taking back of test load after successful performance test from worksite and supply of manpower shall be in scope of Contractor). 1399 1 No. Double Girder E.O.T Crane with Main hook SWL (Safe Working Load) 15 MT , Auxillary hook SWL 3 MT , Span -12.7 m, Long Travel - 30 m , Height of lift - 8 m, M5 duty along with rails, fixtures and other accessories.(Refer Scope of Work , Job Specification & Electrical specifications ) enclosed elsewhere with this tender document). 1400 UNIT RATES FOR E.O.T CRANE FOR ADDITION/DELETION PURPOSE 1401 Unit Rate (ADDITION / DELETION) for ±0.5m in HEIGHT OF LIFT (over & above 0.5 m from specified data) 1402 Unit Rate (ADDITION / DELETION) for ±0.5m in SPAN (over & above 0.5 m from specified data). 1403 Unit Rate (ADDITION / DELETION) for ±0.5m in LONG TRAVEL (over & above 0.5 m from specified data) including rail fixtures. 1404 EQUIPMENT - ROTATING 1405 Handling and transportation of Rotating Equipment & miscellaneous items of equipment package from Owners storage points to work site / contractors stores, assembly of sub-assemblies, field assembly (as applicable) placing the equipment on foundations,(including some amount of cutting, welding & field joints wherever required), levelling, aligning, fixation of foundation bolts, providing (including supply) packing / shim plates (as applicable), including chipping & dressing of foundations, grouting (including supply and application of grout material, equipment base frame filling as per vendor recommendation with specified grout), cleaning and flushing, draining and drying, purging of lines, and providing manpower and tools / equipmentforNDT, testing, carrying out trial and start-up runs and testing under supervision of manufactures / customer personnel, rectifying defects (if any), insulation (as applicable),precommissioning and commissioning (as applicable) and completing the work in all respects as per drawings, job specifications / scope of work and instructions of Engineer-in-charge for each equipment including drivers and accessories, as listed below.NOTE: Scope also includes erection, fabrication, insulation (as applicable), welding & field joints wherever required, installation & NDT of vendor supplied prefabricated spools / commercial length between various skids of an equipment package (payable at the rate provided against piping SOR items). 1406 Pump Packages (all types) with drivers, auxiliaries and accessories. 1407 All Types of Pumps (Electric Motor Driven) along with driver, auxiliaries and accessories (Single Skid). 1408 Chemical Dosing Packages 1409 Skid mounted chemical dosing packages along with all auxiliaries and accessories. 1410 Procurement of Rotating Equipment Packages by Contractor.Engineering and Procurement of Rotating Equipment, handling and transportation of Rotating Equipment & miscellaneous items of equipment package from Owners storage points to work site / contractors stores, assembly of sub-assemblies, field assembly (as applicable) placing the equipment on foundations,(including some amount of cutting, welding & field joints wherever required), levelling, aligning, fixation of foundation bolts, providing (including supply) packing / shim plates (as applicable), including chipping & dressing of foundations, grouting (including supply and application of grout material, equipment base frame filling as per vendor recommendation with specified grout), cleaning and flushing, draining and drying, purging of lines, and providing manpower and tools / equipmentforNDT, testing, carrying out trial and start-up runs and testing under supervision of manufactures / customer personnel, rectifying defects (if any), insulation (as applicable),precommissioning and commissioning (as applicable) and completing the work in all respects as per drawings, job specifications / scope of work and instructions of Engineer-in-charge for each equipment including drivers and accessories, as listed below.NOTE: Scope also includes erection, fabrication, insulation (as applicable), welding & field joints wherever required, installation & NDT of vendor supplied prefabricated spools / commercial length between various skids of an equipment package (payable at the rate provided against piping SOR items). 1411 Diesel Engine based Electric Generator Set Packages with auxiliaries and accessories. 1412 Equipment Tag No. 701-DG-001 as per Document No. B861-000-80-42-SOW-3001 1413 EQUIPMENT - STATIC 1414 STORAGE TANKS 1415 PLATE WORK 1416 Plate work for Fixed Roof Tanks (Cone and Dome roof tanks) and covered Floating Roof tanks except Floating Roof:Procurement of all plates as per specifications, transportation to work site, fabrication and erection of shell, bottom (Sketch plates and annular plates including backing strips), cone roof, Dome roof, compression ring/knuckle plate, plate fabricated wind girders, wind girder opening, bearing plates for pipe supports, datum plates, shell manhole- necks, bolting and cover flanges for shell-man-holes, reinforcement pads for shell manholes, nozzle reinforcing pads, roof manhole-necks, bolting and cover flanges for roof manholes, reinforcing pads for Roof manholes, clean-out door assembly (including davit assembly), gusset- support for wind girders, Sump for drain nozzle, pads for all appurtenances and attachments, fabrication and installation of all items as per drawing, conducting tests such as vacuum test, MP/DP test, pneumatic test, oil penetrant examination, Grouting work (including the supply of grouting material, as required for the tanks installed on ring wall foundation) underneath the Annular/ bottom plateas per the specifications attached, tank hydrotest, etc. for shell, bottom and roof as specified, radiography including supply of films, all heat treatment specified in drawings/ specifications/ codes, preparation of drawings as per specifications, standards and relevant codes and getting the same reviewed by Owner/EIL, providing all temporary structures, clamps, wedges, including arrangement of all materials, consumables, labour, equipment, machinery, tools, tackles etc. to complete the work in all respects as per drawings, specifications, standards, codes, scope of work, scope of supply and instructions of Engineer- in-Charge.All bolting, gaskets wherever required as per scope of supply and scope of work shall be supplied and installed by Contractor. Spares 10% bolting (min. 2 nos.) and 200% spare gaskets shall be included in Contractors scope. Any other (Commissioning etc.) spares as mentioned in tender specifications shall be also be included in Contractors scope.Quoted price shall be inclusive of supply of all bolts, nuts, gaskets including spares. 1417 IS 2062 Gr. E250 (A, BR, B0, C) 1418 SA 516 Gr. 60/ 70 1419 STRUCTURAL/PIPES 1420 STRUCTURAL/ PLATE WORK :Supply, fabrication, erection, inspection and testing of steel structure for cone roof/ dome roof supporting structure including curb angle, spiral stairway, cage ladder, handrail, top and intermediate platform, grating for stairway steps and platform, rolling ladder including track for floating roof, anchor chairs,name plates, earthing connections, ladder rungs for ladders in covered roof tanks, wind girder fabricated from rolled section, wind girder bracings/ support, external structural supports, supports for shell extension for foam nozzles in case of floating roof tanks, stiffeners for shell extension plate of stairway, ventilation slots and over flow slots for covered floating roof tank including SS wire mesh, preparation of drawings, getting the same reviewed/ approved by owner/ EIL, arrangement of all materials, consumables, labour, equipment/ machinery, tools and tackles required to complete the work as per drawings, specifications, standards, codes, scope of work, scope of supply and instructions of Engineer- in-Charge. All materials to be supplied by Contractor. 1421 Roof structure as per Standard/Drg. 1422 SA 36 1423 IS 2062 1424 SA 516 Gr.60/70 1425 STILL WELLS/ DIP PIPES :Supply, fabrication, erection, inspection and testing ofstill well for gauge hatch, still well for level transmitter/ level switches, still well for temperature element including flanges on all still wells, dip pipes (process / instrumentation), pipe fittings, drilling of holes in still well/ dip pipes, arrangement of all materials, consumables, labour to complete the work as per drawings, specifications, standards, codes, scope of work, scope of supply and instructions of Engineer- in-Charge. All materials to be supplied by Contractor. 1426 SA 333 GR6 1427 SA 106 Gr. B 1428 STRUCTURAL PIPES (CS GALVANISED):Supply, fabrication, erection, inspection and testing of pipe specification for pipe handrails (CS and galvanised), arrangement of all materials, consumables, labour to complete the work as per drawings, specifications, standards, codes, scope of work, scope of supply and instructions of Engineer- in-Charge. All materials to be supplied by Contractor. 1429 PIPES(CS GALVANIZED) 1430 APPURTENANCES 1431 Supply, fabrication, installation, welding, radiography, heat treatment, inspection and testing as required for the following nozzles (reinforcing pads covered under plate work) pipe, nozzle flanges and blind / companion/matching flanges (including davit/ hinge assembly for Man way) wherever shown on drawings and standards along with gaskets and boltings including supply of mandatory spares, conducting air pressure test for reinforcing pads, preparation of drawings, getting the same reviewed by Owner/EIL, arrangement of all materials, consumables, labour to complete the work as per drawings, specifications , standards, codes, scope of work, scope of supply and instructions of Engineer-in- Charge. All internal bolting shall be SS 304 as a minimum and contractor shall include the same in his scope of supply and shall be included in nozzleassembly quoted price. Spare gaskets ( 2 nos.) and 10% spare bolting (minimum 2 nos.) shall be included in Contractors scope of supply and shall be included in nozzle assembly quoted price. 1432 Roof Nozzle 150 Class WNRF Type 1.5 InchSize SA 350 LF2 Material 1433 Roof Nozzle 150 Class WNRF Type 2 InchSize SA 105 Material 1434 Roof Nozzle 150 Class WNRF Type 8 InchSize SA 105 Material 1435 Shell Nozzle 150 Class WNRF Type 2 InchSize SA 105 Material 1436 Shell Nozzle 150 Class WNRF Type 4 InchSize SA 105 Material 1437 Shell Nozzle 150 Class WNRF Type 6 InchSize SA 105 Material 1438 Roof Nozzle 150 Class WNRF Type 2 InchSize SA 350 LF2 Material 1439 Roof Nozzle 150 Class WNRF Type 3 InchSize SA 350 LF2 Material 1440 Roof Nozzle 300 Class WNRF Type 3 InchSize SA 350 LF2 Material 1441 Roof Nozzle 150 Class WNRF Type 6 InchSize SA 350 LF2 Material 1442 Roof Nozzle 150 Class WNRF Type 8 InchSize SA 350 LF2 Material 1443 Shell Nozzle 150 Class WNRF Type 2 InchSize SA 350 LF2 Material 1444 Shell Nozzle 150 Class WNRF Type 3 InchSize SA 350 LF2 Material 1445 GOOSE NECK VENT WITH WIRE MESH:supply of materials,fabrication, installation,welding, radiography, heat treatment, inspection and testing as required for the (reinforcement pads covered under Plate work) goose neck vent with wire mesh (SS 304 as minimum) for the following vent materials. 1446 Size 2 InchMaterial SA 106 Gr. B 1447 INSTRUMENTS 1448 Transportation of following instruments from Owner/Storage yard/stores and installation of the same in position as per instructions of Engineer-in-Charge/Supplier. (Contractor shall take care so that no damage occurs while handling these instruments). 1449 Pressure Transmitter Instrument 1450 Level Transmitter Instrument 1451 Breather Valve Instrument 1452 Emergency Vent Instrument 1453 Temperature Gauge Instrument 1454 CALIBRATIONCarrying out calibration of tanks including supply of strapping tapes, scaffolding wherever required, arranging the visit of competent authority, all accessories, labour, preparation and submission of calibration charts duly approved by Competent authority etc. and complete the work in all respect as per Codes, specifications, standards and instructions of Engineer-in-Charge 1455 Diameter (Meters) : upto 10 Height (Meters) : upto10 1456 Diameter (Meters) : > 10 to 25 Height (Meters) : > 10 1457 DESIGN, SUPPLY & INSTALLATION OF EMERGENCY VENT (Lumpsum)Design, engineering, manufacture, procurement of materials and bought out components, assembly at shop, inspection, testing at manufacturers works, packing, delivery, documentation as per the enclosed M/s EIL specification and installation of Emergency Vent etc. to the satisfaction of the Engineer- in Charge. 1458 DESIGN, SUPPLY & INSTALLATION OF BREATHER VALVE (Lumpsum):Design, engineering, manufacture, procurement of materials and bought out components, assembly at shop, inspection, testing at manufacturers works, packing, delivery, documentation as per the enclosed EIL specification and installation of breather valves etc. to the satisfaction of the Engineer-in-charge. 1459 Gauge Hatch with Cover:Supply & installation of Gauge Hatch with Cover for the tankages mentioned in the data sheets/ drawings/ specifications as per the Specifications & Standards attached with the tender. Arrangement of machinery, tools & tackles, labour etc. to accomplish the installation of the same shall also be in the scope of Contractor. The following Gauge Hatch with cover are required. 1460 Material: CS 1461 PAINTING OF TANKS 1462 PAINTING FOR CARBON STEEL AND LOW ALLOY STEEL TANKS 1463 ExternalSurfaces (except underside of bottom plate): Surfacepreparation to SSPC-SP-10,applicationofprimerandpaint onallexternalsurfacesoftanksincluding insulatedtanks i.e.externalshell,windgirders,appurtenances,rooftops including top sideoffloatingroofofopentanksaswellascovered floatingrooftanks, external roof supporting structure,associatedstructuralsteelworks,ladders,walkways, platforms,handrails,spiralstairway,rollingladderandtrack, internal surface of shell above maximum liquid level exposed to atmosphere for open top or floating roof tanks asper painting system defined below and otherrequirementsasspecifiedinrespectiveEngg.datasheets, stencillingtankno., capacity, name of storedproduct,paintingEmblem aspertheattachedsample,includingsupply of metallicandnon-metallic materials,primerandpaintofapprovedquality,providingscaffolding, labour,equipment,consumables,etc.tocompletetheworkinall respect asperapplicable standard specifications,standardsattached elsewhere in the tender document andinstructionsofEngineer- in-Charge. All materials shall be supplied by Contractor. 1464 Design Temperature Range: (-) 14 °CTo 80 °CPrimer: 1coat of F-9 @ 65-75μ DFT/coat + 1coat of P-6 @ 40μ DFT/ coat Finish Paint: 2 coats of F-6B @ 100μ DFT /coat + 1 coat of F-2 @ 40μ DFT/ coat Remarks: Total DFT in Microns (minimum) = 345-355 1465 ExternalSurfaces (underside of bottom plate): Surfacepreparation to SSPC-SP-10,applicationofprimerandpaint onunderside of bottom plate (soil side) asper painting system defined below and otherrequirementsasspecifiedinrespectiveEngg.datasheets includingsupplyofmetallicandnon-metallic materials,primerandpaintofapprovedquality,labour,equipment,consumables,etc.tocompletetheworkinall respect,asperapplicable standard specifications,standardsattached elsewhere in the tender document andinstructionsofEngineer- in-Charge. All materials shall be supplied by Contractor. 1466 Design Temperature range (-) 14°C to 80°C, Primer : 1 coat of F-9@ 65-75µ DFT/coat,Finish Paint : 3 coats of F-7 @ 100µ DFT /coat. 1467 Design Temperature Range: -29 °CTo 400 °CPrimer: 1 coat of F-16 @125 micron Finish Paint: 1 coat of F-16 @125 micron Remarks: total DFT : 250-300 micron 1468 InternalSurfaces:Surfacepreparation to SSPC-SP-10,applicationofprimerandpaint oninternalsurfaceofbottomplate,shell full height,internal surfacesofcone/dome roof,roofstructure,oil side surfacesofpontoons & deck platesandoil side surfaces of doubledecks,internalladder,structuralsteel, internalsupportandinternalaccessories(exceptheatingcoil)asper painting system defined below and requirementsasgiven in the respective engg.datasheets. Supply of metallic and non-metallic materials, labour, primer andpaint of approved quality, equipment, consumables,etc. to complete the work in allrespect, as per applicable specifications, standardsattached elsewhere in the tender document and instructions of Engineer- in-Charge. All materials shall be supplied by Contractor. 1469 Design Temperature Range: -14 °CTo 60 °CPrimer: 1 Coat of F-6A@100 µ DFT/coat Finish Paint 2 Coats of F-6A@ 100µ DFT/Coat(2x100=200) Remarks: - 1470 Design Temperature Range: - °CTo - °CPrimer: - Finish Paint 3 coats of vinylchloride co- polymer @ 75µ/Coat; (3x75=225) Remarks: - 1471 EQUIPMENT ERECTION 1472 TOUCH-UP PAINT APPLICATION (UNINSULATED EQUIPMENT) FOR CS VESSEL 1473 Application of field primers and finish paint(Supply by Others) on C.S vessels, PHE and other equipment, including rubdown and touch up of shop primer (primer as per applicable specification) wherever required as per attached specification, providing scaffolding for all heights, labour, material, tools and tackles, consumables, supervision etc. to complete the work in all respect as per specifications, drawings, equipment details for painting and direction of Engineer in-Charge for all type of uninsulated equipment. The surface area is as per respective temperature ranges given in applicable specification. Note: Surface preparation, primer and finish paint already carried out by equipment supplier. 1474 EQUIPMENT ERECTION:Transportation of reactors, columns, vessels, silencers, heat exchangers (shell and tube, plate fin, plate) and electric heater etc. from owners storage point to work site, assembly of parts, subassemblies, erection at all elevations, aligning, verticality checking, grouting, tightening of foundation bolts, welding of washer on anchor chairs, erection of wooden pillow for cold equipments, stacking of multi-tier exchanger(which are stored in unstacked condition), arranging hooks for test ring/ test flanges in heat exchangers, installation of demister, internal gratings, distributor, pipe davit, installation of mixer/agitator,cleaning and flushing by water, draining, drying by compressed air, arranging all tools, tackles, machinery, consumables, transportation equipment, erection equipment, instruments, labour, ancillary, etc. to complete the work in all respects as per drawings, equipment detail, specifications and instructions of the Engineer-in-Charge. 1475 Equipment weighing less than 30 MT but 10 MT and above 1476 TOUCH-UP PAINT APPLICATION (INSULATED EQUIPMENT) FOR CS VESSEL 1477 Application of field primers and finish paint(Supply by Others) on C.S vessels, PHE and other equipment, including rubdown and touch up of shop primer (primer as per applicable specification) wherever required, as per attached specification, providing scaffolding for all heights, labour, materials, tools and tackles, consumables and supervision etc. to complete the work in all respect as per specifications, drawings, equipment details for painting and direction of Engineer in-Charge. The surface area is as per respective temperature ranges given in applicable specification. Note: Surface preparation, primer and finish paint shall be provided by equipment supplier. 1478 EQUIPMENT UNLOADING: Unloading of Equipment from trailer at designated receiving point, Transportation of the same and handling over to owner at designated storage point for the following as per drawings, equipment detail, specifications and instructions of the Engineer-in-Charge. 1479 Equipment weighing less than 50 MT but 30 MT and Above 1480 Equipment weighing less than 30 MT but 10 MT and above 1481 LETTERING AND STENCILING:Surface preparation, supply and application of primer and paint on insulated and uninsulated equipment for lettering, stenciling on vessels, columns, drums, for the purposes of identification (Equipment Name, Equipment Number & Service Description) as per applicable painting specification enclosed elsewhere in the tender document, arranging scaffolding for all heights, labour, materials, tools, tackles, supervision etc. to complete the work as per specifications and instructions of Engineer-in- Charge. 1482 ERECTION OF DRESSED-UP EQUIPMENT:Transportation of columns and vessels from owners storage point to work site, dressing up of the column/vessel by contractor , assembly of parts, subassemblies, erection at all elevations, aligning, verticality checking, grouting, tightening of foundation bolts, welding of washer on anchor chairs,arranging all tools, tackles, machinery, consumables,erection of completely dressed-up equipment, & arranging allinstruments, labour, ancillary, etc to complete the work in all respects as per drawings, equipment detail, specifications and instructions of the Engineer-in-Charge.Dressing up of column(As applicable as per the requirement of the tender): Supply/Application/installation of insulation, installation of ladders and platforms, installation of piping spool and support (wherever applicable), installation of demister, internal gratings, distributor, pipe davit etc on the Column/Vessel, cleaning and flushing by water, draining, drying by compressed air etc to complete the job in all respects as per the requirements of the specifications & standards attached else where in the tender. 1483 Equipment(Dressed-up) weighing less than 50 MT but 30 MT and Above 1484 ERECTION OF BURIED EQUIPMENT : Transportation of vessels from Owners storage point to worksite, repair/ touch up of finish paint, arrangement of all accessories, equipments, labour etc., placing/erection of vessel in trenches/pits including assembly of parts, subassemblies, aligning, verticality checking, grouting, tightening of foundation bolts,arranging all tools, tackles, machinery, consumables etc to complete the work in all respects as per drawings, equipment detail, specifications and instructions of the Engineer-in-Charge. 1485 Equipment weighing less than 30 MT but 10 MT and Above 1486 WELDING & NDT OF CUT NOZZLES / SUMP / BOOT OF BURRIED VESSELS:Assembly of cut nozzles/Sump/Boot(as shown in Respective Engg. Data Sheet), vertically checking, alignment, Welding of cut nozzles , NDT such as 100% radiography ,UT , surface preparation of the weld seam portion, application of primer, painting, arranging all tools and tackles, machinery. Consumables, transportation/handling of equipment, labour etc to complete the work in all respects as per drawings & instruction of Engineer-in charge. 1487 MOC : Carbon Steel ,Nozzle size : 2 1488 MOC : Carbon Steel ,Nozzle size : 3 1489 MOC : Carbon Steel ,Nozzle size : 6 1490 MOC : Carbon Steel ,Nozzle size : 8 1491 MOC : Carbon Steel ,Nozzle size : 20 1492 MOC : Carbon Steel ,Nozzle size : 24 1493 EQUIPMENT INSULATION 1494 COLD INSULATION: Providing cold insulation including supply of all insulating andanciliarymaterial,protectivecovering,consumablesand othernecessarymaterials,testingofthematerialasrequiredincluding transportationofthematerialstoworksites,applyinginsulationon surfacesasspecified,includingallpreparatoryworksthereon,allbinding, tying,lacing,stitchingand/orotherwisesecuring,providingvapour barrier,finishingwithplain/corrugatedsheetcladdingorasspecified, providingbolts,rivets,providing vapour stop etc.arranging necessaryscaffolding,alltoolsand tackles,equipment,apparatusetc.labourandsupervisionandcompleting theworkinallrespectatallheightsasperdrawings,specificationsand instructionsofEngineer-in-Charge. 1495 Shells of vertical vessels, columns, exchangers, reactors, silencers etc.Surface material:CS/AS. Insulation type:Ic (Polyurethane foam). Service: Other than LNG. 1496 Insulation Thickness: 50mm 1497 Shells and heads of horizontal vessels, columns, reactors, exchangers, silencers etc and heads of above mentioned vertical equipments. Surface material: CS/AS. Insulation type:Ic (Polyurethane foam). Service: Other than LNG. 1498 Insulation Thickness: 50mm 1499 STRUCTURAL 1500 EARTH WORK (REFER SPECIFICATION NO. 6-68-0003) 1501 Earthwork excavation in soil 1502 Earth work in EXCAVATION below ground level for all kinds of works in ALL TYPES OF SOILS EXCEPT SOFT ROCK AND HARD ROCK as classified in specification for a depth upto 1.5m including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m, as directed including providing temporary supports to existing service lines like water pipes, sewage pipes, electric overhead and underground cables etc. all complete, but excluding shoring and strutting. 1503 Earth work in EXCAVATION below ground level for all kinds of works in ALL TYPES OF SOILS EXCEPT SOFT ROCK AND HARD ROCK as classified in specification for a depth beyond 1.5m and upto and inclusive of 3.0m including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m, as directed including providing temporary supports to existing service lines like water pipes, sewage pipes, electric overhead and underground cables etc. all complete, but excluding shoring and strutting. 1504 Earth work in EXCAVATION below ground level for all kinds of works in ALL TYPES OF SOILS EXCEPT SOFT ROCK AND HARD ROCK as classified in specification for a depth beyond 3.0m and upto & inclusive of 4.5m including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m, as directed including providing temporary supports to existing service lines like water pipes, sewage pipes, electric overhead and underground cables etc. all complete, but excluding shoring and strutting. 1505 Earth work in EXCAVATION below ground level for all kinds of works in ALL TYPES OF SOILS EXCEPT SOFT ROCK AND HARD ROCK as classified in specification for a depth beyond 4.5m and upto & inclusive of 6.0m including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m, as directed including providing temporary supports to existing service lines like water pipes, sewage pipes, electric overhead and underground cables etc. all complete, but excluding shoring and strutting. 1506 SHORING AND STRUTTING 1507 Providing and installing approved type of SHORING AND STRUTTING by open timbering method for all depths to retain earth including dismantling and removal of the same etc. from site after completion of work etc. all complete as directed. 1508 Providing and installing approved type of SHORING AND STRUTTING by close timbering method for all depths to retain earth including dismantling and removal of the same etc. from site after completion of work etc. all complete as directed. 1509 Backfilling after execution of work 1510 BACKFILLING after execution of the WORK to proper grade and level with selected materials from available excavated soil from spoil heaps within a LEAD OF 100M, including re- excavating the deposited soil excavated earlier, breaking clods, laying at all depths and heights in layers of thickness not exceeding 15 Cms. watering, rolling and ramming by manual methods/ mechanical compactors to achieve 90% laboratory maximum dry density, dressing, trimming etc. in foundations, plinths, trenches, pits etc. all complete. 1511 BACKFILLING after execution of the WORK to proper grade and level with selected materials from available excavated soil from spoil heaps beyond a LEAD OF 100M AND UPTO & INCLUSIVE OF 500M including re-excavating the deposited soil excavated earlier, breaking clods, laying at all depths and heights in layers of thickness not exceeding 15 Cms. watering, rolling and ramming by manual methods/mechanical compactors to achieve 90% laboratory maximum dry density, dressing, trimming etc. in foundations, plinths, trenches, pits etc. all complete. 1512 Transporting & Disposing the SURPLUS EARTH ANDDEBRIS 1513 Transporting and disposing the SURPLUS EARTH AND DEBRIS including shrubs and vegetations from construction area beyond the initial LEAD OF 100M AND UPTO 1KM including re-excavating the deposited soil excavated earlier, transportation, loading, unloading, laying at all depths and heights, stacking, levelling and dressing both the area (viz. from where the earth is transported and where it is deposited) to required levels and slopes complete with all lifts as directed. For carting on the basis of truck measurements (volume of truck reduced by 30% for voids). 1514 Transporting and disposing the SURPLUS EARTH AND DEBRIS including shrubs and vegetations from construction area beyond the initial LEAD OF 1.0KM AND UPTO & INCLUSIVE OF 3.0KM including re-excavating the deposited soil excavated earlier, transportation, loading, unloading, laying at all depths and heights, stacking, levelling and dressing both the area (viz. from where the earth is transported and where it is deposited) to required levels and slopes complete with all lifts as directed. For carting on the basis of truck measurements (volume of truck reduced by 30% for voids). 1515 PLAIN & REINFORCED CEMENT CONCRETE: (REFER SPECIFICATION NO. 6-68-0004) 1516 PCC - Non FIM Items 1517 Providing and laying PLAIN CEMENT CONCRETE for all depths below and upto plinth level in foundations, drains, fillings, non-suspended floors, pavements & ramps or any other works etc. including shuttering, tamping, ramming, vibrating, curing etc. all as specified in any shape, position, thickness and finishing the top surface rough or smooth as specified and directed all complete for concrete of nominal mix 1:5:10 by mass (1 Cement: 5 Coarse Sand: 10 Crushed Stone Aggregates/Gravels) with 40mm and down size graded crushed stone aggregates/Gravels. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR. 1518 Providing and laying PLAIN CEMENT CONCRETE for all depths below and upto plinth level in foundations, drains, fillings, non-suspended floors, pavements & ramps or any other works etc. including shuttering, tamping, ramming, vibrating, curing, etc. all as specified in any shape, position, thickness and finishing the top surface rough or smooth as specified and directed all complete for concrete grade M20 with 20mm and down size graded crushed stone aggregates/Gravels. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR. 1519 RCC Substrutures - Non FIM Items 1520 Providing and laying REINFORCED CEMENT CONCRETE OF M-30 GRADE with 20 mm and down size graded crushed stone aggregates/ gravel in SUB-STRUCTURE e.g. foundations, raft, beams, slabs, pile caps, retaining walls, dyke walls, jambs, counterforts, buttresses, pedestals, pipe sleepers, columns, suspended floors, staircases, landings, steps, brackets etc., including equipment/ machine foundations & pedestals viz. compressors, ID & FD fans, pumps, generators, crushers, mills, etc., (including single pour concreting as specified on the drawing), applying cement wash on concrete surface (wherever no other surface application is specified), providing pockets, openings, recesses, chamfering, etc., wherever required, vibrating, tamping, curing and rendering if required to give a smooth and even surface etc. (EXCLUDING THE COST OF REINFORCEMENT, SHUTTERING & SPECIFIED ADMIXTURES) for all depths below and upto plinth level in any shape, position and thickness etc. all complete as specified, shown and directed. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR. 1521 Providing and laying REINFORCED CEMENT CONCRETE OF M-30 GRADE with 20 mm and down size graded crushed stone aggregates/ gravel in SUB-STRUCTURE e.g. trenches, culverts, manholes, pipe encasement, catchpits, drains, pits, etc., applying cement wash on concrete surface (wherever no other surface application is specified), providing pockets, openings, recesses, chamfering, etc., wherever required, vibrating, tamping, curing and rendering if required to give a smooth and even surface etc. (EXCLUDING THE COST OF REINFORCEMENT, SHUTTERING & SPECIFIED ADMIXTURES) for all depths below and upto plinth level in any shape, position and thickness etc. all complete as specified, shown and directed. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR. 1522 RCC Superstructures - Non FIM Items 1523 Providing and laying REINFORCED CEMENT CONCRETE OF M-30 GRADE with 20 mm and down size graded crushed stone aggregates/ gravel in SUPER STRUCTURE in suspended floors, slabs, beams, columns, walls including counterforts, staircases, landings, steps, facias, fins, mouldings, gutters, shelves, window sills, canopies, lintels, girders, ducts, brackets, chajjas with drip moulds, pedestals, posts, struts, equipment/ machine foundations, ramps etc. (including single pour concreting as specified on the drawing), providing cement wash (wherever no other surface application is specified), providing pockets, openings, recesses, chamfering wherever required, vibrating, tamping, curing and rendering if required to give a smooth and even surface etc. (EXCLUDING THE COST OF REINFORCEMENT, SHUTTERING AND SPECIFIED ADMIXTURES) FOR ALL HEIGHTS UPTO & INCLUSIVE OF 20 m ABOVE PLINTH LEVEL in any shape, position, thickness etc. all complete as specified, shown and directed. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR. 1524 HYD Bars / MS Bars - Non FIM Items 1525 Supplying and placing in position HIGH YEILD-STRENGTH DEFORMED STEEL BARS REINFORCEMENT of Grade Fe500D (TMT) conforming to IS:1786, for RCC work including transporting the Steel, straightening, cleaning, decoiling, cutting, bending to required shapes and lengths as per details, binding with 18 SWG black soft annealed binding wire at every intersection, supplying and placing with proper cover blocks, supports, chairs, overlaps, welding, spacers, fanhooks etc. for all heights and depths etc. all complete as directed. SUPPLY OF ALL MATERIAL IN CONTRACTORS SCOPE. 1526 Centering and Shuttering - Non FIM Items 1527 Providing and fixing CENTERING AND SHUTTERING in foundations, footings,raft beams, slabs, pile caps, retaining walls, jambs, counter-forts, buttresses, trenches, equipment/machine foundations, pedestals, abutments, pipe sleepers, columns, plinth beams, lintels, suspended slabs, beams, staircases, landings, steps, non-circular tunnels/bunkers/ silos/ shafts/ hoppers/liquid storage structures etc. for all depths below and upto & inclusive of plinth level including shuttering for single pour concreting, strutting, bracing, propping etc., keeping the same in position during concreting and removal of the same after specified period etc. for Straight/ Inclined Shuttering, keeping necessary provision for inserts, projecting dowels, anchor bolts or any other fixture etc. all complete and as specified and directed. 1528 Providing and fixing CENTERING AND SHUTTERING in superstrctures in retaining walls, jambs, counter-forts, buttresses, equipment/ machine foundations, abutments,columns, lintels, suspended slabs, beams, staircases, landings, steps, non-circular tunnels/ bunkers/ silos/ shafts/ hoppers/ liquid storage structures etc. for all heights above plinth level including shuttering for single pour concreting, strutting, bracing, propping etc., keeping the same in position during concreting and removal of the same after specified period etc. for Straight/ Inclined Shuttering, keeping necessary provision for inserts, projecting dowels, anchor bolts or any other fixture etc. all complete and as specified and directed. 1529 Providing and fixing CENTERING AND SHUTTERING for CURVED SHUTTERING in foundations in all types of Structures such as Chimneys/ Shafts/ Silos/ tunnels/ bunkers/ hoppers/ liquid storage structures/ domes/ ring wall for tanks, etc. for all depths below and upto & inclusive of plinth level including shuttering for single pour concreting, strutting, bracing, propping etc., keeping the same in position during concreting and removal of the same after specified period etc. for Straight/ Inclined Shuttering, keeping necessary provision for inserts, projecting dowels, anchor bolts or any other fixture etc. all complete and as specified and directed. 1530 Providing and fixing CENTERING AND SHUTTERING for CURVED SHUTTERING in superstructures in all types of Structures such as Chimneys/Shafts/Silos/ tunnels/bunkers/hoppers /liquid storage structures/ domes etc. for all heights above plinth level including shuttering for single pour concreting, strutting, bracing, propping etc., keeping the same in position during concreting and removal of the same after specified period etc. for Straight/ Inclined Shuttering, keeping necessary provision for inserts, projecting dowels, anchor bolts or any other fixture etc. all complete and as specified and directed. 1531 Fixing Re-bars in already cast concrete - Non FIM Items 1532 Designing, supplying and fixing rebars in already cast concrete, including drilling, cleaning hole with air blow-out & wire-brush and injecting odourless Chemical of approved make, packed in dual foil, with the help of dispenser into a hole of diameter and depth as per manufacture specification, at all levels & locations for high strength deformed steel reinforcement bars of dia. 16 mm & 20 mm of Grade Fe500D (conforming to IS:1786), DESIGNED FOR FULL TENSILE ANCHORAGE, including testing (as per manufacturers recommendations), adjusting and making good any damage done to the structure etc. all complete as specified and directed. SUPPLY OF ALL MATERIAL IN CONTRACTORS SCOPE EXCLUDING REINFORCEMENT BARS. 1533 CONCRETE FOR LIQUID RETAINING/LEAK PROOF STRUCTURES (REFER SPECIFICATION NO.6-68-0005 1534 RCC- Non FIM Items 1535 Providing and laying Leak Proof Reinforced Cement Concrete of GRADE M-30 (minimum Cement content shall be as per EIL Specifications) with 20 mm and down size graded crushed stone aggregates/ gravel at all positions and in any shape and thickness, in SUB-STRUCTURE, leaving pockets, recesses, vibrating, tamping, curing, testing (for leak-proofness) and rendering (if required to give smooth and even surface) in foundations, walls , beams, buttresses, columns, piers, slabs, tunnels, basements, storage bins, reservoirs etc. including cement wash (if no other surface application is specified) but excluding the cost of Reinforcement, Shuttering and specified admixtures, all complete as specified and directed. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY CONTRACTOR. 1536 Water Proofing Comp. - Non FIM Items 1537 Supplying and mixing of approved brand of integral WATER PROOFING COMPOUND in cement concrete, cement mortar etc. as per manufacturers specifications or 1% by weight of cement (whichever is minimum), to make it leak proof/ water tight etc. all complete as specified and directed. 1538 PVC Water bars - Non FIM Items 1539 Supplying and fixing in position 230mm wide x 5mm thick approved PVC WATER STOPS as per manufacturers specifications in R.C.C. Structures including cutting, fixing, jointing by vulcanising etc. all complete as shown specified and directed. 1540 Separation Layer - NonFIM Item 1541 Supplying and laying separating layer of approved polythylene sheet of mass 1 kg/sqm (minimum) in between base slab and the layer of lean concrete, including cleaning, preparing of surfaces, etc., all complete and as directed by the engineer-in-charge. 1542 STRUCTURAL STEEL WORKSSPEC NO. 6-68-0006 1543 General Steel Works - FIM Items 1544 Transporting from storage yard (or any other location as specified by engineer-in-charge), Storing, Assembling and Erecting in position and testing/ examining, bolted and/ or welded, already Fabricated STRUCTURAL STEEL (of any Grade)at all locations and levels UPTO & INCLUSIVE OF 20 m ABOVE HPP/ FGL, including all builtup sections/ compound sections made out of rolled/ hollow sections and/or plates/ bent plates in all types of structural frameworks, fixing in line and level with temporary staging & bracing and removal of the same after erection, grouting with Ordinary Grout or premix free flow Nonshrink Grout as specified etc., all complete. ALREADY FABRICATED STRUCTURAL STEEL SHALL (WITH CONNECTION BOLTS) BE PROVIDED TO CONTRACTOR FREE OF COST. SUPPLY OF ALL OTHER MATERIAL IN CONTRACTORS SCOPE. 1545 General Steel Works - Non FIM Items 1546 Supplying, transporting, storing, fabricating & erecting in position and testing/ examining bolted and/ or welded STRUCTURAL STEEL WORKS of Grade E350BR / E350B0 (conforming to IS:2062) at all locations and levels UPTO & INCLUSIVE OF 20 m ABOVE HPP/ FGL, including all builtup sections/ compound sections made out of rolled sections and/ or plates/ bent plates in all types of structural frameworks, floor beams, stairs, or any other structural items or accessories to support equipments, piping, conveyor galleries, towers, masts, etc., but excluding silos, bunkers, hoppers, etc., cutting to required size, straightening/ bending if required, edge preparation, cleaning, preheating, bolting/ welding of joints, (including sealing the joints of box sections with continuous welding and plugging any open ends & holes of box sections), finishing edges by grinding, fixing in line and level with temporary staging & bracing and removal of the same after erection, grouting with Ordinary Grout or premix free flow Nonshrink Grout as specified, including preparation and submission of detailed fabrication drawings, preparing the surface for painting (SSPC-SP-10) and applying pre-erection/ shop primer (1 coat of F-9 @ 65-75 micron DFT) as per jOb Specification No. B861-000-06-42-PLS-01 after fabrication etc., all complete. SUPPLY OF ALL MATERIAL IN CONTRACTORS SCOPE. 1547 Painting - Non FIM Items 1548 Supplying and applying FIELD PAINT SYSTEM of approved quality and shade as per Sl. No. 5.2 of Table 5.0 of JOB Specification No. B861-000-06-42-PLS-01 over the coat of shop primer already applied, including storage, surface preparation, degreasing, cleaning, drying, providing necessary arrangement for access, testing etc. including touching up of shop primer coat as per Sl. No. 3.1 of Table 3.0 of JOB Specification No. B861-000-06-42-PLS-01 for steel structures (excluding ladders, spiral stairways & hand rails) at all location & levels, all complete as specified, in OFFISTE (COASTAL) areas as well as UNIT (INLAND & COASTAL) areas. SUPPLY OF ALL MATERIAL IN CONTRACTORS SCOPE. (Unit rate based on Structural steel weight). 1549 Supplying and applying COATING (Post-erection/ Field) of approved quality and shade as per Sl. No. 4.1 of Table 4.0 of JOB Specification No. B861-000-06-42-PLS-01 for painting over the coat of shop primer & galvanization already applied, including storage, surface preparation, degreasing, cleaning, drying, providing necessary arrangement for access, testing etc. including touching up of shop primer coat, for LADDERS, SPIRAL STAIRWAYS & HAND RAILS at all location & levels, all complete as specified. SUPPLY OF ALL MATERIAL IN CONTRACTORS SCOPE. (Unit rate based on weight of steel). 1550 STRUCTURAL STEEL WORKS (TUBULAR/HOLLOW SECTION) (REFER SPECIFICATION NO.6-68-0007) 1551 Yst310 IS 4923 1552 Supplying, transporting, storing, fabricating, erecting in position & testing/examining at all locations and levels, bolted and/or welded STRUCTURAL STEEL WORKS of all types using COLD FORMED (RECTANGULAR/SQUARE) HOLLOW SECTIONS conforming to IS: 4923, Grade Yst-310 of approved make in all type of trusses, purlins, girders, side rails, columns, runners, beams, ties, portals, framework, bracing, brackets, sag rods etc. including all handling straightening/ bending if required, cutting to required size & shape, edge preparation, welding & bolting of joints, providing and fixing end caps and plugging holes, fixing in line and level with necessary temporary staging and removal of the same after erection, grouting with Ordinary/ premix free flow Non- Shrink Grout as specified, preparation and submission of detailed fabrication drawings, preparing the exposed surfaces for painting (SSPC-SP-10) and applying pre-erection/ shop primer (1 coat of F-9 @ 65-75 micron DFT) as per Job Specification No. B861-000-06-42-PLS-01. all complete as specified and directed (SUPPLY OF ALL MATERIALS INCLUDING PLATES IN CONTRACTORS SCOPE) 1553 MISCELLANEOUS STEEL WORKS SPECIFICATIONS NO. 6-68-0008 1554 Anchor Bolts - Non FIM Items 1555 Supplying, fabricating, fixing and keeping in position at all levels and locations THREADED ANCHOR BOLTS of all diameters and nomenclature including nuts, washers, anchor plates, pipe sleeves etc. in foundations, columns, pedestals, slabs, beams, walls etc. or any other place as directed including handling & transporting, straightening if required, turning from relevant size M.S. rounds to required diameter, threading, welding, providing necessary templates and auxiliary dummy structures, if any, necessary tying and welding with reinforcement, adjustment of shuttering & reinforcement/any other fixture, greasing exposed metal surfaces, covering bolts and packing the sleeves with jute cloth etc. all complete as specified and directed.(SUPPLY OF ALL MATERIALS IN CONTRACTORS SCOPE). 1556 MS Metal Inserts - Non FIM Items 1557 Supplying, transporting, storing, fabricating and fixing in position M.S. METAL INSERT (with lugs) of any shape made out of flats, plates, rolled sections, pipes etc. providing necessary templates, staging, cutting, straightening, if required, bolting, welding as required and embedding in position on both Plain and Reinforced Cement concrete members inclusive of adjusting shuttering & reinforcement/ any other fixture, welding where necessary, tying and holding to correct level, line and position, any auxiliary dummy structures to support the heavy inserts, painting exposed surfaces with a coat of primer as per EIL Specification No. 6-79-0020 (or as per Job Specification wherever applicable), etc. all complete for all depths and heights as specified and directed. (SUPPLY OF ALL MATERIALS IN CONTRACTORS SCOPE). 1558 GI Pipe Sleeves - Non FIM Items 1559 Supplying, fabricating and fixing in position G.I. PIPE SLEEVES of all diameters including providing necessary staging, cutting, straightening if required, bolting, welding as required and embedding in position on both Plain and Reinforced Cement concrete members inclusive of adjusting shuttering & reinforcement/any other fixture, welding where necessary, tying and holding to correct level, line and position, any auxiliary dummy structures to support heavy sleeves etc. all complete for all depths and heights as specified and directed. 1560 MS Chequered Plates - Non FIM Items 1561 Supplying, fabricating and erecting in position at all levels and locations bolted, screwed and/or welded M.S. CHEQUERED PLATES of any thickness in walkways, platforms, stair treads, any other place as directed etc. including cutting to required size, shape, making holes, notches, openings of required size, nosing, straightening if required, making the edges smooth, removing the burrs, fixing, welding, preparation and submission of fabrication drawings and preparing the surfaces for painting and applying shop primer as per EIL Specification No. 6-79-0020 (or Job Specification, wherever applicable) after fabrication etc. all complete as specified and directed. (SUPPLY OF ALL MATERIALS IN CONTRACTORS SCOPE). 1562 MS Grating Cat. A,B - Non FIM Items 1563 Transporting from storage yard (or any other location as specified by engineer-incharge), Storing, Assembling and Erecting in position and testing/ examining, bolted and/ or welded, already Fabricated Grating for platforms etc., including cutting to required size, shape, making holes, notches, openings of required size, nosing, straightening, making the edges smooth, removing the burrs (if required), fixing, tack welding, all complete as specified and directed ALREADY FABRICATED GRATING (WITH CONNECTION BOLTS/CLAMPS) SHALL BE PROVIDED TO CONTRACTOR FREE OF COST. SUPPLY OF ALL OTHER MATERIAL IN CONTRACTORS SCOPE). 1564 Supplying, fabricating and erecting in position at all levels and locations ELECTROFORGED HOT-DIP GALVANISED GRATING (purchased from approved manufacturer by the Contractor) conforming to EIL Standard No. 7-68-0697 (in walkways, platforms, stair treads etc.) including cutting to required size, shape, making holes, notches, openings of required size, nosing, straightening if required, making the edges smooth, removing the burrs, fixing with manufacturers supplied Hot-dip galvanised clamps, preparation and submission of fabrication drawings, all complete as specified and directed. SUPPLY OF ALL MATERIALS IN CONTRACTORS SCOPE. 1565 Making openings in galvanized grating for pipes / ducts etc., at all levels and at at all locations by cutting the existing grating and providing 50x6 galvanised flat as toe protection for the openings by welding and application of galvanized paint as per EIL Standard No. 7-68-0697, all complete. Payment shall be made as per number of openings. 1566 MS Rungs - Non FIM Items 1567 Supplying, fabricating, fixing and keeping in position M.S. RUNGS in R.C.C. works at all depths and heights including handling, transporting the steel to site workshop and site of work, straightening, if required, cutting, bending to shape, necessary tying and welding with reinforcement, adjustment of shuttering, cleaning, surface preparation, shop primer as per EIL Spec. 6-79-0020 (or Job Specification, wherever applicable)and two coats of anticorrosive paint of approved quality on the exposed portion of rungs etc. all complete as specified and directed (SUPPLY OF ALL MATERIALS IN CONTRACTORS SCOPE). 1568 Hand Railing 1000mm - Non FIM Items 1569 Supplying, fabricating and fixing in position at all locations 1000mm high INCLINED HAND RAILING (for staircases) consisting of top rail, mid rail and vertical posts (Maximum spacing 1500mm c/c) with 32mm nominal diameter medium grade M.S. Tubes conforming to IS:1239 including straightening if required, cutting, bending, welding, bolting, grouting with ordinary grout, cleaning, surface preparation, hot-dip galvanising (80-85 micron as per IS:4759, IS:2629, IS: 4736, IS:2633), shop primer (1 coat of P6 of 40 micron) as per Sl. No. 4.1 of Table 4.0 of JOB SPEC. B861-000-06-42-PLS-01 preparation and submission of fabrication drawings etc. all complete as specified, shown and directed. (SUPPLY OF ALL MATERIALS IN CONTRACTORS SCOPE). (Complete handrail work shall be measured as length of top rail only and not length of each element fixed). 1570 Supplying, fabricating and fixing in position at all locations 1000mm high HORIZONTAL HAND RAILING (for platforms, walkways, etc. or any other location as directed) consisting of top rail, mid rail and vertical posts (Maximum spacing 1500mm c/c) with 32mm nominal diameter medium grade MS Tubes conforming to IS:1239 and 100x5 MS Toe Plate confirming to IS:2062 (Grade A/B), including straightening if required, cutting, bending, welding, bolting, grouting with ordinary grout, cleaning, surface preparation, hot-dip galvanising (80-85 micron as per IS:4759, IS:2629, IS: 4736, IS:2633), shop primer (1 coat of P6 of 40 micron) as per Sl. No. 4.1 of Table 4.0 of JOB SPEC. B861-000-06-42-PLS-01, preparation and submission of fabrication drawings etc. all complete as specified, shown and directed. (SUPPLY OF ALL MATERIALS IN CONTRACTORS SCOPE). (Complete handrail work shall be measured as length of top rail only and not length of each element fixed). 1571 Transporting from storage yard (or any other location as specified by engineer-incharge), Storing, Assembling and Erecting in position and testing/ examining, bolted and/ or welded, already Fabricated HAND RAILING for platforms etc. including straightening, cutting, bending (if required) welding, bolting, grouting with ordinary grout, all complete as specified and directed. ALREADY FABRICATED HANDRAILING (WITH CONNECTION BOLTS) SHALL BE PROVIDED TO CONTRACTOR FREE OF COST. SUPPLY OF ALL OTHER MATERIAL IN CONTRACTORS SCOPE. (Complete handrail workshall be measured as length of top rail only and not length of each element fixed) 1572 Mechanical Anchor fastners - Non FIM Items 1573 Supplying, handling, transporting to site of work and fixing approved MECHANICAL ANCHOR FASTENERS M.S. bolts of Grade 5.8 or more, GALVANIZED with minimum thickness of 5 microns (approved for use in cracked concrete), of 12mm dia at specified positions on concrete floors, roofs, beams (sides and bottom), walls, columns etc. according to manufacturers specifications including all accessories like nuts, washers etc. of required size, testing, necessary scaffolding, drilling of the holes in concrete surface with electric drill, cleaning of holes with air blowout & wire-brush, and making good any damage done to the structure etc. all complete for all heights, depths and locations as specified and directed. 1574 Supplying, handling, transporting to site of work and fixing approved MECHANICAL ANCHOR FASTENERS M.S. bolts of Grade 5.8 or more, GALVANIZED with minimum thickness of 5 microns (approved for use in cracked concrete), of 16mm dia at specified positions on concrete floors, roofs, beams (sides and bottom), walls, columns etc. according to manufacturers specifications including all accessories like nuts, washers etc. of required size, testing, necessary scaffolding, drilling of the holes in concrete surface with electric drill, cleaning of holes with air blowout & wire-brush, and making good any damage done to the structure etc. all complete for all heights, depths and locations as specified and directed. 1575 Chemical Anchor Fastner 1576 Supplying, handling, transporting to site of work and fixing approved CHEMICAL ANCHOR FASTENERS consisting of M.S. threaded rod of Grade 5.8, GALVANIZED with minimum thickness of 5 microns and chemical (approved for use in cracked concrete), packed in flexible chemical foil or dual foil type, to be usedwith the help of dispenser, of 12mm dia. at specified positions on concrete floors, roofs, beams (sides and bottom), walls, columns etc. according to manufacturers specifications including all accessories like nuts, washers etc. of required size, testing, necessary scaffolding, drilling of the holes in concrete surface with electric drill, cleaning of holes with air blowout & wire-brush and making good any damage done to the structure etc. all complete for all heights, depths and locations as specified and directed. 1577 Supplying, handling, transporting to site of work and fixing approved CHEMICAL ANCHOR FASTENERS consisting of M.S. threaded rod of Grade 5.8, GALVANIZED with minimum thickness of 5 microns and chemical (approved for use in cracked concrete), packed in flexible chemical foil or dual foil type, to be usedwith the help of dispenser, of 16mm dia. at specified positions on concrete floors, roofs, beams (sides and bottom), walls, columns etc. according to manufacturers specifications including all accessories like nuts, washers etc. of required size., testing, necessary scaffolding, drilling of the holes in concrete surface with electric drill, cleaning of holes with air blowout & wire-brush and making good any damage done to the structure etc. all complete for all heights, depths and locations as specified and directed. 1578 Supplying, handling, transporting to site of work and fixing approved CHEMICAL ANCHOR FASTENERS consisting of M.S. threaded rod of Grade 5.8, GALVANIZED with minimum thickness of 5 microns and chemical (approved for use in cracked concrete),packed in flexible chemical foil or dual foil type, to be usedwith the help of dispenser, of 20mm dia. at specified positions on concrete floors, roofs, beams (sides and bottom), walls, columns etc. according to manufacturers specifications including all accessories like nuts, washers etc. of required size., testing, necessary scaffolding, drilling of the holes in concrete surface with electric drill, cleaning of holes with air blowout & wire-brush and making good any damage done to the structure etc. all complete for all heights, depths and locations as specified and directed. 1579 Threaded bolts for equipment fixing-Non FIM 1580 Supplying, fabricating, fixing and keeping in position at all levels and locations THREADED BOLTS of Grade C property class 4.8 as per IS:1363 (part 2) of all diameters and length including nuts, washers for supporting equipment on steel structure as directed including handling & transporting, straightening if required, turning from relevant size M.S. rounds to required diameter, threading etc. (SUPPLY OF ALL MATERIALS IN CONTRACTORS SCOPE). 1581 BRICK MASONRY (REFER SPECIFICATION NO.6-68-0009) 1582 CLASS 5.0at all depths -Non FIM Items 1583 Providing and laying BRICK MASONRY WITH BRICKS OF CLASS 5.0 in cement mortar 1:6 (1 Cement : 6 Sand) in one or more brick thickness and in any shape (excluding circular/curved brick masonry) at all depths below plinth level including the cost of materials, labour, scaffolding/ staging, sampling & testing, soaking of bricks, cutting and laying of bricks, providing recesses, making openings of any shape & size, finishing the joints flush below ground level and raking out the joints above ground level, sealing the gap between masonry and soffit of beam/slab, embedding the fittings & fixtures, curing, etc. all complete as per specifications. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR. 1584 Providing and laying BRICK MASONRY WITH BRICKS OF CLASS 5.0 in cement mortar 1:6 (1 Cement : 6 Sand) in one or more brick thickness and in any shape (excluding circular/curved brick masonry) at all heights above plinth level including the cost of materials, labour, scaffolding/ staging, sampling & testing, soaking of bricks, cutting and laying of bricks, providing recesses, making openings of any shape & size, finishing the joints flush below ground level and raking out the joints above ground level, sealing the gap between masonry and soffit of beam/slab, embedding the fittings & fixtures, curing, etc. all complete as per specifications. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR. 1585 HALF BRICK MASONARYwith bricks of CLASS 5.0-Non FIM Items 1586 Providing and laying HALF BRICK MASONRY with bricks of CLASS 5.0 in cement mortar 1:4 (1 Cement : 4 Sand)in any shape, including the cost of materials, labour, scaffolding/staging, sampling and testing, soaking of bricks, cutting and laying of bricks, providing openings of any shape & size, raking out the joints, supplying and placing 2 Nos. 6mm dia. M.S. Bars at every fourth course, sealing the gap between masonry and soffit of beam/slab, embedding the fittings and fixtures, curing etc. all complete as per specification. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY CONTRACTOR. 1587 DEMOLISHING AND DISMANTLING (REFER SPEC NO. 6-68-0012) 1588 Brickwork - Non FIM Items 1589 Demolishing BRICKWORK (taking all necessary safety precautions) for all depths below plinth level including supply of all tools and tackles, necessary scaffolding, propping, underpinning, cleaning and stacking of serviceable material, disposal of unserviceable material to spoil heaps anywhere within the plant boundary, all complete as specified and directed. (Excavation & backfilling shall be paid separately under relevant items). 1590 Demolishing BRICKWORK (taking all necessary safety precautions) for all heights above plinth level including supply of all tools and tackles, necessary scaffolding, propping, underpinning, cleaning and stacking of serviceable material, disposal of unserviceable material to spoil heaps anywhere within the plant boundary, all complete as specified and directed. 1591 RCC - Non FIM Items 1592 Demolishing RCC WORK (taking all necessary safety precautions) for all depths below plinth level including supply of all tools & tackles, necessary scaffolding, propping, underpinning etc., cutting, straightening, scraping and cleaning of reinforcement bars, stacking of serviceable materials, disposal of unserviceable material to spoil heaps anywhere within the plant boundary, all complete as specified and directed. (Excavation & backfilling shall be paid separately under relevant items). 1593 Demolishing RCC WORK (taking all necessary safety precautions) for all heights above plinth level including supply of all tools & tackles, necessary scaffolding, propping, underpinning etc., cutting, straightening, scraping and cleaning of reinforcement bars, stacking of serviceable materials, disposal of unserviceable material to spoil heaps anywhere within the plant boundary, all complete as specified and directed. 1594 Chipping of RCC WORK (taking all necessary safety precautions) by CHISELLING, upto & inclusive of 25mm thickness including supply of all tools & tackles, necessary scaffolding, propping, underpinning etc., cutting, lapping/welding of reinforcement bars as per drawings, disposal of the unserviceable material to spoil heaps anywhere within the plant boundary, all complete at all heights and depths, as specified and directed. (Excavation and backfilling shall be paid separately under relevant items). 1595 Cutting/ Dismantling RCC work in pavement, slabs, beams, columns, etc upto a depth of 450 mm by using vibration-less spark-free Diamond Saw Cutter of make HILTI (or equivalent) at all depths & heights, in hazardous areas within process units & offsite which are fire prone due to presence of hydrocarbon vapours etc. taking elaborate precautions for dismantling as per fire permit, clearance etc. and work is to be done with extreme caution. The work item includes cost of all necessary accessories, tools & tacklesincluding diamond saw cutter, disposal of RCC Debris upto lead of 100 m& for all lifts (taking all safety precautions) including cutting reinforcement bars, embedded structural steel members, with necessary scaffolding, propping and underpinning etc. for all elevations with all labour and materials, all complete as per drawings, specifications and directions of the Engineer-in-charge. Payment will be made per sq.m.of cross-sectional cut area. Contractor to submit dismantling plan prior to start of dismantling. Dismantling shall be planned in such a way that each cut piece shall weigh not less than 1.6 MT. 1596 Cutting/ Dismantling of RCC block foundations, raft foundations, pile caps, mass concrete, equipment foundations etc. by using vibration-less spark-free Diamond Wire Saw Cutter of make HILTI (or equivalent) at all depths & heights, in hazardous areas within process units & offsite which are fire prone due to presence of hydrocarbon vapours etc. taking elaborate precautions for dismantling as per fire permit, clearance etc. and work is to be done with extreme caution. The work item includes cost of all necessary accessories, tools & tacklesincluding diamond saw cutter , disposal of RCC Debris upto lead of 100 m& for all lifts (taking all safety precautions) including cutting reinforcement bars, embedded structural steel members, with necessary scaffolding, propping and underpinning etc. for all elevations with all labour and materials complete as per drawings, specificationsand directions of the Engineer-in-charge. Payment will be made per sq.m.of cross-sectional cut area. Contractor to submit dismantling plan prior to start of dismantling. Dismantling shall be planned in such a way that each cut piece shall weigh not less than 1.6 MT. 1597 Pockets - Non FIM Items 1598 Making POCKETS/HOLES of sizes upto & inclusive of 200 x200x500mm in RCC/PCC works (taking all necessary safety precautions) by chiselling/drilling, including supply of all tools & tackles, necessary scaffolding etc. cutting of reinforcement bars, cleaning the pockets of all debris, disposal of the unserviceable material to spoil heaps anywhere within the plant boundary all complete at all heights & depths as specified and directed. 1599 PCC _ Non FIM Items 1600 Demolishing PLAIN CEMENT CONCRETE work (taking all necessary safety precautions) for all depths below plinth level including supply of all tools & tackles, necessary scaffolding, propping, underpinning etc. disposal of unserviceable material to spoil heaps anywhere within the plant boundary, all complete as specified and directed. (Excavation and backfilling shall be paid separately under relevant items) 1601 Demolishing PLAIN CEMENT CONCRETE work (taking all necessary safety precautions) for all depths below plinth level including supply of all tools & tackles, necessary scaffolding, propping, underpinning etc. stacking of all the demolished concrete material at a designated location within the complex limits, all complete as per specifications and directions of Engineer-in-Charge for further processing in mechanical crushers for generating RA/ RCA as per the specifications. (Excavation & backfilling shall be paid separately under relevant items). 1602 Steelwork - Non FIM Items 1603 Dismantling bolted/rivetted/welded STRUCTURAL STEEL WORK of all descriptions (taking all necessary safety precautions), including supply of all tools and tackles, consumables, necessary scaffolding etc., providing temporary bracings as required, cutting (by flame or saw) gusset plates, bolts, nuts, weldings etc., transporting and stacking of the serviceable materials, cleaning the site of work of all unserviceable materials for disposal to spoil heaps anywhere within the plant boundary, all complete at all depths and heights, as specified and directed. 1604 MISCELLANEOUS ITEMS (REFER SPECIFICATION NO. 6-68-0013) 1605 Anticorrosive - Non FIM Items 1606 Providing and laying 50mm thick ANTI-CORROSIVE LAYER under steel storage tanks with screened dry coarse sand mixed with A90 grade bitumen conforming to IS:73 including mixing in drum, heating to the required temperature, with 3% kerosene if required, tamping, dressing to the required slopes to form hard mass of specified compacted thickness etc. all complete as directed. 1607 Sand Filling - Non FIM Items 1608 Supplying and filling approved SAND of specified quality under floors, in foundations, plinths, tank foundations etc. for all depths and heights including cost of sand, royalties, transportation to site for all leads and lifts, including loading, unloading, spreading in layers of loose thickness not exceeding 150 mm, watering, ramming, compacting with mechanical compactors and/or other equipment to the specified levels to achieve 85% relative density as per IS:2720 Part XIV, including preparation of subgrade to the required slope, providing testing apparatus and testing the degree of consolidation all complete as per drawings, specifications and direction of Engineer-in-charge. The rates shall be inclusive of the cost of all labour, material, equipments etc. all complete . 1609 BI-POLAR CONCRETE PENETRATING CORROSION INHIBITING ADMIXTURE 1610 Supplying and mixing of approved brand of BI-POLAR CONCRETE PENETRATING CORROSION INHIBITING ADMIXTURE (confirming to EIL Specification No. 6-68-0017) in concrete as per manufacturers specification for protection of reinforcement against corrosion. Supply of admixture in Contractors scope. 1611 BONDING FRESH CONCRETE TO OLD CONCRETE BY EPOXY RESIN BONDING SYSTEM (REFER SPECIFICATION NO. 6-68-0056) 1612 Epoxy Resin - non FIM Items 1613 Providing and applying approved EPOXY RESIN (prepared as per manufacturers recommendation) for bonding of fresh concrete to old concrete in all types of structure at all depths and heights including cleaning of concrete surface, removing of all loose concrete pieces, making rough by chiselling, taking off the skin of concrete, application of Epoxy Resin System by spraying, necessary working platforms, props, scaffolding and other safety measures, removal of same after completion etc. all complete as specified and directed. (Excavation, backfilling, removal of surplus earth, keeping pit dry by pumping/bailing subsoil water shall be paid separately under relevant items). 1614 FIREPROOFING OF STEEL STRUCTURES (REF SPEC NO 6-68-0033) 1615 Concrete - Non FIM Items 1616 Supply and laying of concrete of grade M30 as per Type-I of EIL Standard Specification 6-68-0033 as fire proofing material with 10 mm and down size graded coarse and fine aggregates including admixture around structural steel members (viz. beams, columns, bracings etc.) all complete; cleaning the steel surfaces, supplying, placing and fixing in position cover plates conforming to IS:2062 and stiffeners for members exceeding 600 mm depth, supply and welding ofMS nuts on angle and box sections and cover blocks for other sections, supplying, placing and fixing in position galvanized expanded metal sheet with mesh size 4.5 mm x 13.5 mm conforming to IS:412 except on angle and box sections, hot dipped galvanized welded wire fabric reinforcement 2 mm dia 50 mm x 50 mm mesh conforming to IS:1566, and tying the reinforcement to the cover blocks with galvanized 16 SWG tying wire, including cutting, straightening, cleaning, bending, vibrating, tamping, curing or providing a layer of approved membrane of curing compound, rendering with cement sand mortar (1:3) wherever required to achieve a smooth and even surface, providing L50x50x6 at corners or as specified in the drawing, applying primer on MS nuts, angles and affected surfaces, supplying and laying of non-bituminous polysulfide or silicon rubber mastic sealant at terminating edges/ metal joints, painting the surfaces with sealer coat of epoxy polyamide as base and finish coats of coating system No.1 of NORSOK Standard M-501, including the cost of all labour, materials, specified tests, shuttering, staging, scaffolding, working platforms, approaches, etc. for all shapes and positions at all heights upto & including 10 m above pavement etc. all complete as per specifications and directions of Engineer-in-Charge. (ALL MATERIALS INCLUDING CEMENT TO BE SUPPLIED BY THE CONTRACTOR). 1617 Vermiculite Concrete for Structural Steel - Non-FIM Items 1618 Supply and laying of vermiculite based lightweight cementitious concrete coating as per Type-II of EIL Standard Specification 6-68-0033 as fire proofing material of required thickness around structural steel members (viz. beams, columns, bracings etc.) for the required fire protection from reaching temperature 538 degree C; cleaning the steel surfaces and applying primer compatible to vermiculite material if required as per manufacturer specifications, supplying, placing and fixing in position cover plates conforming to IS:2062 and stiffeners for members exceeding 600 mm depth, supply and welding ofMS nuts on angle and box sections and cover blocks for other sections, supplying, placing and fixing in position galvanized expanded metal sheet with mesh size 4.5 mm x 13.5 mm conforming to IS:412 except on angle and box sections, hot dipped galvanized welded wire fabric reinforcement 2 mm dia 50 mm x 50 mm mesh conforming to IS:1566, and tying the reinforcement to the cover blocks with galvanized 16 SWG tying wire, including cutting, straightening, cleaning, bending, applying primer on MS nuts and affected surfaces, curing or providing a layer of approved membrane of curing compound, patching of damaged portion wherever required to achieve a smooth and even surface, providing chamfering at corners, supplying and laying of non-bituminous polysulfide or silicon rubber mastic sealant at terminating edges/ metal joints, painting the surfaces with sealer coat of epoxy polyamide as base and finish coats of coating system No.1 of NORSOK Standard M-501, including the cost of all labour, materials, specified tests, shuttering, staging, scaffolding, working platforms, approaches, etc. for all shapes and positions at all heights upto & including 10 m above pavement etc. all complete as per specifications and directions of Engineer-in-Charge. (ALL MATERIALS SHALL BE SUPPLIED BY THE CONTRACTOR). 1619 Supply and laying of vermiculite based lightweight cementitious concrete coating as per Type-II of EIL Standard Specification 6-68-0033 as fire proofing material of required thickness around structural steel members (viz. beams, columns, bracings etc.) for the required fire protection from reaching temperature 538 degree C; cleaning the steel surfaces and applying primer compatible to vermiculite material if required as per manufacturer specifications, supplying, placing and fixing in position cover plates conforming to IS:2062 and stiffeners for members exceeding 600 mm depth, supply and welding ofMS nuts on angle and box sections and cover blocks for other sections, supplying, placing and fixing in position galvanized expanded metal sheet with mesh size 4.5 mm x 13.5 mm conforming to IS:412 except on angle and box sections, hot dipped galvanized welded wire fabric reinforcement 2 mm dia 50 mm x 50 mm mesh conforming to IS:1566, and tying the reinforcement to the cover blocks with galvanized 16 SWG tying wire, including cutting, straightening, cleaning, bending, applying primer on MS nuts and affected surfaces, curing or providing a layer of approved membrane of curing compound, patching of damaged portion wherever required to achieve a smooth and even surface, providing chamfering at corners, supplying and laying of non-bituminous polysulfide or silicon rubber mastic sealant at terminating edges/ metal joints, painting the surfaces with sealer coat of epoxy polyamide as base and finish coats of coating system No.1 of NORSOK Standard M-501, including the cost of all labour, materials, specified tests, shuttering, staging, scaffolding, working platforms, approaches, etc. for all shapes and positions at all heights more than 10 m above pavement etc. all complete as per specifications and directions of Engineer-in-Charge. (ALL MATERIALS SHALL BE SUPPLIED BY THE CONTRACTOR). 1620 Vermiculite Concrete for Equipments - Non-FIM Items 1621 Supply and laying of vermiculite based lightweight cementitious concrete coating as per Type-III of EIL Standard Specification 6-68-0033 as fire proofing material of required thickness on equipment/ vessel skirts, saddles and supports for the required fire protection from reaching temperature 427 degree C; cleaning the steel surfaces and applying primer compatible to vermiculite material if required as per manufacturer specifications, supplying, placing and fixing in position cover plates conforming to IS:2062, hot dipped galvanized welded wire fabric reinforcement of 2 mm dia 50 mm x 50 mm mesh conforming to IS:1566 and tying the reinforcement with the pre welded nuts by galvanized 16 SWG tying wire, including straightening, cutting, bending of the reinforcement, including supplying and welding of additional MS nuts if directed by the Engineer-in-charge, applying primer wherever required, curing or providing a layer of approved membrane of curing compound, patching of damaged portion wherever required to achieve a smooth and even surface, providing chamfering at corners, supplying and laying of non-bituminous polysulfide or silicon rubber mastic sealant at terminating edges/ metal joints, painting the surfaces with sealer coat of epoxy polyamide as base and finish coats of coating system No.1 of NORSOK Standard M-501, including the cost of all labour, materials, specified tests, shuttering, staging, scaffolding, working platforms, approaches, etc. for all shapes and positions. all complete as per specifications and directions of Engineer-in-Charge. (ALL MATERIALS SHALL BE SUPPLIED BY THE CONTRACTOR). 1622 Mechanical works 1623 Supplying, fabricating and erecting in position MS plates as per detailed drawings, conforming to grade A of IS:2062 on top of all RCC pedestals supporting the sliding saddles of equipments, including cutting, straightening where necessary, rounding rounding unfinished edges by grinding, machining the exposed top surface, making necessary bolt holes, providing and laying ready mixed free flow non-shrink grout below the base plate at all levels & locations, machining top surfaces etc. all complete and as shown and directed. 1624 SAFETY (REFER EIL SPECIFICATION) 1625 Safety Structures - Non FIM Items 1626 Supplying, Transporting, Storing, Fabricating & Erecting in position and testing/ examining bolted and/ or welded Structural Steel Works at all locations and levels in HANGER SCAFFOLDING below piperack, comprising of hangar channels, fabricated pen wen ladder beams, steel planks bent to shape and size and any other sections, if required, all as per sketches/ specifications and load tested for statisfactory performance, including cutting to required size, straightening/ bending if required, edge preparation, cleaning, preheating, bolting/ welding of joints (including sealing the joints of box sections with continuous welding and plugging any open ends & holes of box sections), finishing edges by grinding, fixing in line and level with temporary staging & bracing and removal of the same after erection, including preparation and submission of detailed fabrication drawings, preparing the surface for painting as per BIS codes after fabrication etc. all complete as specified and directed. All items shall be removed & carried back by Contractor as per instructions of Engineer-in-Charge after completion of works. (Supply of All Material In Contractors Scope). 1627 Providing and fixing double scaffolding system of any height made with 40 mm dia MS tube 1.5 m centre to centre, horizontal & vertical tubes joining with MS tubes, MS tube challies, MS clamps and MS staircase system in the scaffolding for working platform/ staircase etc., and maintaining it in a serviceable condition for the required duration as approved and removing it thereafter. 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., all complete as per directions and approval of Engineer-in-charge. (Height shall be measured from Floor/ platform from where scaffolding is erected) including providing Aluminium ladders for safe acess of workers. 1628 Supply of Safety Personnel 1629 Supply of HSE personnel SAFETY STEWARD over and above the requirement as specified in EIL Standard Specification No. 6-82-0001 at site as per the written instructions of Engineer-in-charge (the rates shall be inclusive of all other payments such as PF, ESI, other benefits payable to the workmen as per the prevalent labour laws). 1630 Supply of HSE personnel SAFETY SUPERVISOR over and above the requirement as specified in EIL Standard Specification No. 6-82-0001 at site as per the written instructions of Engineer-in-charge (the rates shall be inclusive of all other payments such as PF, ESI, other benefits payable to the workmen as per the prevalent labour laws). 1631 Supply of HSE personnel SAFETY OFFICER over and above the requirement as specified in EIL Standard Specification No. 6-82-0001 at site as per the written instructions of Engineer-in-charge (the rates shall be inclusive of all other payments such as PF, ESI, other benefits payable to the workmen as per the prevalent labour laws). 1632 Supply of HSE personnel HOUSE-KEEPING SUPERVISOR over and above the requirement as specified in EIL Standard Specification No. 6-82-0001 at site as per the written instructions of Engineer-in-charge (the rates shall be inclusive of all other payments such as PF, ESI, other benefits payable to the workmen as per the prevalent labour laws). 1633 GENERAL CIVIL 1634 TANK PADS 1635 PVC Liner 1636 Providing and laying of PVC LINER of thickness 30 MIL conforming to IS:15909 below tank pad foundations or any other placeat all heights & depths without any damage during subsequent activities including handling, transportation, unloading, storage, laying in position, jointing & overlapping as per manufacturers recommendations, including supply and providing Asphalt impregnated fiberboards for anchoring, etc., all complete as per drawings, specifications and directions of Engineer-in-charge. (All materials including consumables shall be in contractors scope of supply) 1637 Providing and laying in position 80mm dia. perforated uPVC pipes conforming to IS:9271 wrapped with 125mm thick layer of 40mm down size stone aggregates in Geotextile fabric, Terrum T 700 / equivalent, below tank pad foundations for all heights & depths complete as per drawings, specifications and directions of Engineer-in-Charge. (All materials including consumables shall be in contractors scope of supply) 1638 Providing and installation of uPVC leak detection well arrangement comprising of 80mm dia. uPVC pipe, tee, blind flange & threaded cap conforming to IS:13592 for leak detection purpose below tank pad foundations at all heights & depths including providing proper jointing as per code requirements or manufacturers recommendations for fitting in already installed uPVC pipes etc. all complete as per drawings, specifications & directions of Engineer-in charge. 1639 GENERAL CIVIL 1640 SITE GRADING & ROCK CUTTING FOR SITE GRADING 1641 Earthwork in excavation for general site grading, roads, embankments, etc. for all heights and depths in all types of soils except soft and hard rock, including clearing and stripping of the areas earmarked for excavation, removing shrubs, grass, bushes, vegetables growth and other objectionable materials, trees up to and inclusive of a girth of 30 cms. (girth measured at a height of one meter from ground level) including uprooting of roots, etc. taking spot levels, excavating to required depth, leveling, dressing and consolidating the excavated surface, sorting out the excavated soil into serviceable and unserviceable materials, transporting and stacking serviceable materials to demarcated areas anywhere inside plant boundary limitas per instructions of Engineer-in-Charge and disposal of unserviceable material anywhere inside plant boundary limit. All complete as per drawings, specifications and directions of Engineer-in-Charge. 1642 ROADS & FLEXIBLE PAVEMENT (UPTO WBM/WMM LAYER) 1643 Earthwork in filling with approved available earth for all heights and depths for road embankments, shoulders or any other place as directed to proper levels, slopes, grades and camber with selected earth (having CBR 8%) obtained from approved approved areas for all leads from Complex Limit including excavation of earth at approved areas, clearing and stripping at approved areas (if necessary) loading, unloading, transportation etc., clearing and stripping as per specifications, uprooting of vegetation, roots and disposal of the shrubs, bushes, roots etc., breaking clods, spreading in layers not exceeding 20 cm loose thickness, watering, ramming and compacting with road roller to give at least 97% of laboratory dry density with heavy compaction as perIS:2720 Part-VIII, providing testing apparatus and testing the degree of consolidation, dressing and leveling, etc. complete including disposal of allunserviceable materials if any within the boundary limit for all leads etc. as per drawings, specifications and directions of Engineer-in- Charge. 1644 Supplying and Laying of Wet Mix Macadam (WMM) in BASE COURSE (Section 406 of MORTH Specification of Road & Bridge works) using tough, clean, sound & durable stone aggregates including premixing the material (mixing in Plug Mill/ Pan Type Mixer), including transportation to site, laying & spreading in layers not exceeding 125 mm compacted thickness & rolling with vibratory roller 80-100 KN static weight or equivalent capacity to proper grade, camber & level with all leads & liftsetc. complete as per drawing, specifications (MORTH, EIL) & directions of Engineer-in-Charge. 1645 Supply of forged/ cast fittings 1646 Supplying the following forged fittings and flanges, conforming to piping material specifications of tender documents and delivering the same to Owners stores/workspot etc. all complete as per the directions of Engineer-in- Charge. 1647 Elbow 90 Degree for following Nominal Sizes and Piping Material Class 1648 Dia. 12 InchPipe Class A33A 1649 Dia. 3 InchPipe Class A91A 1650 Elbow 45 Degree for following Nominal Sizes and Piping Material Class 1651 Dia. 6 InchPipe Class A33A 1652 Dia. 8 InchPipe Class A33A 1653 Dia. 12 InchPipe Class A33A 1654 Dia. 3 InchPipe Class A91A 1655 Eccentric Reducer for following Nom. Dia. 1 x Nom. Dia. 2 and Piping Material Class 1656 Nom. Dia. 1 8 InchNom. Dia. 2 6 InchPipe Class A94A 1657 Equal Tees for following Nominal Sizes and Piping Material Class 1658 Dia. 12 InchPipe Class A33A 1659 Dia. 3 InchPipe Class A91A 1660 Flanges, complete with nuts, bolts, gasket etc., for following Nominal Sizes and Piping Material Class 1661 Dia. 3 InchPipe Class A91A 1662 Supplying the following spectacle blind assembly consisting of two number flanges, spectacle blind, nuts, bolts, gasket etc. complete conforming to piping material specifications of tender documents and all complete as per the directions of Engineer-in-charge. For following nominal size and piping material class 1663 Dia. 3 InchPipe Class A91A 1664 MISC. CIVIL AND STRUCTURAL WORKS FOR U/G PIPING AND OTHER CIVIL WORKS 1665 Providing and laying brick masonry with locally available bricks of specified class (Brick of class lower than specifiedshall not be accepted) in cement mortar 1:4 (1 cement : 4 Coarse sand) in one or more brick thickness and in any shape in foundation and plinth for valve pits, drains, circular/square maholes, wing walls, etc. including providing recesses, openings, etc. including curing, finishing the joints flush below ground level and raking out joints in plinth with all labour and material, etc. complete as per drawings, specifications and direction of Engineer-in-Charge.For following Brick Class. 1666 All materials including cement supplied by the Contractor and Following Brick Class 1667 Brick Class 5 1668 Providing 13mm thick average cement plaster in cement mortar 1:3 (1 cement: 3 sand) on brick walls/stone masonry/pitching or on concrete surfaces for manholes, valves pits, culverts, wing walls, etc. including cleaning and preparation of the surface, scaffolding, curing etc. for all depths and heights complete as per drawings specifications and direction of Engineer-in-Charge. 1669 All materials including cement supplied by the Contractor. 1670 MISCELLANEOUS ITEMS 1671 Supply and installation of combined safety shower and eyewash units as per spec. no.6-66-0038, including providing and fixing of necessary foundation bolts in foundations/ pavement etc. complete. Each safety shower shall have proper sign board with florescent letters showing their location, all complete as per specification, drawings and direction of Engineer-in-charge. 1672 Supplying & Laying 60mm thick interlocking Paver Blocks for footpaths and any other place etc. including providing 40 mm thick sand filling below Paver Blocks including compaction of sand layer, filling the joints by dry sand, providing precast kerb stone of PCC M 30 at edges and at every 6.0m across the foot path, including preparation of compacted base/ sub base etc. all complete as per drawing, standard, specificationand directions of Engineer-in-Charge. (All material including cement supplied by contractor, paver blocks shall confirm to category A as per IRC SP63. Colour and shape of paver block shall be as per Owner requirement.). 1673 Modification Works 1674 MODIFICATION AND EXTRA WORKS ( IF ANY ) Cuting,bevelling,fitup,welding of different sizes of CS piping of all thicknesses in shop ,in position, on ground and at all elevations, transportation of pipes,fittings,flanges etc. from owners storage point to work site/workshop,making necessary scaffolding,consumables,machinery,tools,tackles,labour and supervision including attending to repairs for completing the work as per instructions of Engineer -in -charge 1675 Flame cutting CS piping 1676 Beveling CS piping 1677 Fit-up and welding CS piping 1678 Removal and re-installation of fire hydrant 1679 Removal and re-installation of firefighting equipment (Fire Hydrant), including isolation valve and transporting the equipment, valve, flanges from removal point to work spot, and fixing of nuts, bolts, washers, gaskets as needed for fixing the equipment with matching flange etc. complete, including plugging the existing branch with blind flange as per specification, drawings and directions of Engineer-in-charge. (Pipes and fittings shall be supplied by owner as free issue material) 1680 NDT Testing 1681 RADIOGRAPHY :- Performance of radiographic inspection on piping of all types & thicknesses including providing or hiring of all necessary equipment and whatever else even though not expressly mentioned but required to perform the work as per specificationsand instructions of Engineer-in-Charge. Radiographs shall be submitted to the Engineer-in-charge. (Repeat Radiography due to defective radiograph on repaired joints due to Contractors fault and for additional radiography necessitated due to poor performance of contractors welders shall be done at contractors cost) Note: Unit for radiography quantity is Nos of circumferential weld joints. 1682 FOR JOINTS THK. <= 8MM (FOR CS OTHER THAN CLASS lV OF SPEC FOR NDT REQUIREMENT OF PIPING) 1683 Nominal Dia. 3 Inch 1684 Nominal Dia. 4 Inch 1685 Nominal Dia. 6 Inch 1686 Nominal Dia. 8 Inch 1687 Nominal Dia. 12 Inch 1688 Micrograding 1689 Micrograding of the area as directed to proper level, grade and camber including earthwork in excavation in all types of soils up to a maximum depth of 150mm, removing shrubs, vegetation bushes, grass etc., earth work in filling with select material from available earlier excavated soil and borrow earth (in case the select material from excavated soil is short for filling, filling shall be done with borrow earth, supply & transportation of borrow earth shall be paid separately under relevant item) up to a maximum compacted thickness of 150mm by spreading in layers not exceeding200mm loose thickness, watering, ramming & compacting with road roller or hand roller including hand ramming where road rollers or hand rollers are not accessible to give at least 90% of max. laboratory dry density as per IS:2720 part VII, including transportation, leveling, dressing, disposal of surplus earth, debris, etc. all complete as per specifications, drawings and direction of Engineer-in-charge. (Disposal areas shall be anywhere within the plant complex limit as identified by Engineer-in-Charge.) 1690 Dismantling works 1691 Removal of existing A/G piping 1692 Removal of existing A/G piping of all thickness including cutting, unbolting of flanged joints / cutting of pipe lines wherever required, removing supports, all fittings, flanges etc., cutting of pipes in appropriate lengths for transporting purpose, transporting all material to owners storage point within the complex as designated by Owner including stacking of material and disposing of waste etc. as instructed by Engineer - in - charge. 1693 For C.S. A/G Pipe of following nominal dia. 1694 Nominal Dia 8 Inch 1695 Nominal Dia 4 Inch 1696 Nominal Dia 6 Inch 1697 Nominal Dia 12 Inch 1698 Removal of existing U/G piping 1699 Removal of existing U/G piping including excavation in all types of soils except soft rock and hard rock, including supply of any additional material required so as to expose the pipes for removal / dismantling, taking all safety precautions, supporting existing U/G services, dewatering of surface / sub-surface water as required to facilitate dismantling of pipes, cutting of pipes in appropriate lengths for transporting purpose, removal of soft material from bottom of trench and compacting, backfilling with available selected earth including re-excavating the deposited soil excavated earlier, breaking clods, laying in thickness not exceeding 15cms, watering rolling and ramming by manual methods / mechanical Compactors to achieve 90% laboratory maximum dry density as per IS:2720 Part VII or 85% relative density as per IS:2720 part XIV as applicable, stacking of serviceable / unserviceable material, transporting and stacking of all piping material to Owners storage point, disposal of unserviceable material anywhere inside the complex etc. , all complete as per directions of Engineer-in-Charge. 1700 For CS Piping dismantling, Thickness <=10 mm , For following Nominal Sizes 1701 NB 2 inch - 6 inch 1702 NB 8 inch - 14 inch 1703 Portable/ trolley mounted Extinguishers 1704 Supply and installation of portable DCP ( Dry Chemical Powder Type) extinguisher including transporting to worksite, fixing in position including all accessories and all labor and material etc. complete as per drawings, specification and directions of Engineer-in-Charge. 1705 Capacity in Kg 10 1706 Supply and installation of portable CO2 extinguishers including transporting to worksite, fixing in position including all accessories and all labor and material etc. complete as per drawings, specification, data sheet and directions of Engineer-in-Charge. 1707 Capacity in Kg 4.5 1708 Capacity in Kg 2 1709 Painting of A/G pipes and valves 1710 Supply of paints and primers, preparation of surfaces and application of primer and finish paints, identification (Line numbering), lettering, colour bands, colour coding etc. as specified including rubdown and touch up of shop primer wherever required, providing scaffolding for all heights, labour, material, tools and tackles, consumables supervision etc. to complete the work in all respects as per painting specification, drawings and direction of Engineer-in-Charge for all types of un insulated piping and insulated piping as specified including all pipes, fittings, flanges, supports, valves etc. Surface preparation by blast cleaning and application of first coat of primer (inorganic zinc silicate, F9) shall be done in fabrication yard prior to erection. The identification marks of the piping and joints shall be noted before blasting and the same shall be transferred on primed surface with Polyurethane paint (F2) or as per the instructions of Engineer-in-Charge. Notes: 1. All joints (fabrication as well as erection joints) shall be left unpainted till hydro testing. 2. No extra payment shall be made for identification (line numbering etc.) of insulated and uninsulated lines. 1711 Painting of uninsulated surfaces for Industrial marine environment as per painting specification for CS piping for design temp group: -14 to 80 (Deg C) including surface preparation. For following pipe sizes 1712 Nominal Dia. 12 Inch 1713 Nominal Dia. 4 Inch 1714 Nominal Dia. 3 Inch 1715 Nominal Dia. 6 Inch 1716 Nominal Dia. 8 Inch 1717 Painting of uninsulated surfaces for Industrial marine environment as per painting specification for CS piping for design temp group: -14 to 80 (Deg C) including surface preparation. For following valve sizes 1718 Dia. Of Valve 12 Inch 1719 Dia. Of Valve 4 Inch 1720 Dia. Of Valve 6 Inch 1721 Dia. Of Valve 3 Inch 1722 Dia. Of Valve 8 Inch 1723 Fabrication and Erection of piping (underground) 1724 FABRICATION AND ERECTION OF PIPING (SPEC. NO.6-65-0030 and 6-44-0012) : Laying and joining of Carbon Steel pipes and specials underground including transportation of all material from Owners storage point to worksite, earthwork in excavation in all types of soilEXCLUDING SOFT ROCK AND HARD ROCK for pipe trenches, saddles, etc. including dewatering of rain and /or sub soil water, shoring & strutting if required, dressing of sides, levelining, grading & ramming of bottom of trench, cutting of pipes if required, fitup, edge preparation, providing corrosion protection tape coating as per specification, on pipes and specials, laying the pipes in trenches to required alignment and levels, welding the same after laying, installation of flanges, blind flanges, tapping for pressure gauges, temperature gauges and all other online instruments and fittings like elbows, reducers, tees, flanges, spectacle blinds and spacer blinds etc., as per piping material specification, fixing of nuts, bolts, gaskets and washers, welding, corrosion protection coating of field joints, cutting of road wherever required and making good the same, testing for the corrosion protection coating as per specification, cleaning and flushing by water/ compressed air, hydrostatic/ pnuematic testing of the system, flushing, backfilling the trenches with select material from available excavated soil including re-excavating the deposited soil excavated earlier, breaking clods and laying in layers of 15 cm compacted thickness, watering, compacting with mechanical means like vibro rammers etc. to 90% of dry density as per IS:2720 Part-VII, disposal of surplus earth/ unserviceable material to demarcated area anywhere within the complex limit etc. complete as per drawings, specifications and instructions of Engineer-in-Charge including connecting the pipes to manhole, including return of all unused / scrap pipe to owners storage point (Pipes and fittings shall be supplied by owner as free issuematerial.) (Depth of excavation for pipe trench shall be upto 3.0m) 1725 Carbon SteelPiping (Non IBR), Thickness <=10 mm 1726 Fabrication, For the following nominal sizes 1727 NB 2 inch - 6 inch 1728 NB 8 inch - 14 inch 1729 Erection including corrosion protection coating, for Water System (Pressure Piping), Forfollowing Nominal Sizes 1730 NB 2 inch - 6 inch 1731 NB 8 inch - 14 inch 1732 Erection including corrosion protection coating, for Waste Water Collection System (Gravity Flow), for following Nominal Sizes 1733 NB 2 inch - 6 inch 1734 Fabrication and Erection of piping (Above ground) 1735 PIPING (ABOVE GROUND): Transportation of all piping items from owners storage point to work site/workshop, fabrication including cutting, edge preparation (including grinding the edges of pipe, fittings, flanges etc. to match with the mating edges of uneven/different thickness wherever required), fitup, bending, preheating wherever required, welding, threading, and laying of pipes of all type and thickness over pipe sleepers, overhead on racks and at all elevations, connectingwith equipment nozzles, strainers, orifice assemblies, tapping for pressure gauges etc., fixing of gaskets, bolts, nuts including application of torque wherever required and all other inline instruments and fitting like elbows, reducers, tees, vents, drains, SW valves upto 1.5 NB, alignment, cleaning & flushing by water/compressed air, hydrostatic, pneumatic, vacuum, spark testing and any other type of testing as specified,draining, drying by compressed air completing all such works in all respects (including preparation of isometrics as mentioned in the scope of work for the job)as per drawings, specifications and instruction of Engineer-in-charge. (Pipes and fittings shall be supplied by owner as free issue material) 1736 Carbon SteelPiping (Non IBR), Thickness <=10 mm 1737 Fabrication, For the following nominal sizes 1738 NB 2 inch - 6 inch 1739 NB 8 inch -14 inch 1740 Erection , for Water System (Pressure Piping), Forfollowing Nominal Sizes 1741 NB 2 inch - 6 inch 1742 NB 8 inch -14 inch 1743 Supply of Carbon steel pipes 1744 Supply of Carbon steel pipes as per Piping material class including transportation of all material to owners store complete as per drawings, specifications and instruction of Engineer-in-Charge. For following nominal size and piping material class. 1745 Nominal Dia. 12 InchPiping Material Class A33A 1746 Nominal Dia. 4 InchPiping Material Class A33A 1747 Nominal Dia. 8 InchPiping Material Class A33A 1748 Nominal Dia. 6 InchPiping Material Class A33A 1749 Nominal Dia. 3 InchPiping Material Class A91A 1750 Supply and installation of valve assembly, flange assembly etc. 1751 Supply and installation of valve assembly consisting of valve, 2 no. flanges, 2 no. gaskets and 2 sets of nuts & bolts per valve assembly, erection of valve in position including fixing of nuts, bolts, gaskets, washers etc. complete as per drawings, specifications and directions of Engineer-in-Charge. 1752 Gate valve assembly for following nominal sizes and piping material class 1753 Dia. 12 InchPMS A33A 1754 Dia. 8 InchPMS A33A 1755 Dia. 6 InchPMS A33A 1756 Dia. 3 InchPMS A91A 1757 Supply and installation of valve assembly consisting of valve, 1 no. flange, 2 no. gaskets and 2 sets of nuts & bolts per valve assembly, erection of valve in position including fixing of nuts, bolts, gaskets, washers etc. complete as per drawings, specifications and directions of Engineer-in-Charge. 1758 Dia. 4 InchPMS A33A 1759 Dia. 6 InchPMS A33A 1760 Globe valve assembly for following nominal sizes and piping material class 1761 Dia. 3 InchPMS A91A 1762 Supplying the flange assembly conforming to piping material specifications and delivering the same to owners stores/ work spot etc. Flange assembly shall consist of 2 no. flanges along with one no. matching gasket and one set of matching nuts &, bolts. All complete as per specifications and directions of Engineer-in-Charge. For following nominal size and piping material class 1763 Dia. 3 InchPMS A91A 1764 Supply, Fabrication and installation of strainers 1765 Supply, Fabrication and installation of strainers as per drawingsetc. complete as per specifications and directions of Engineer-in-Charge. 1766 T-type strainers for following nominal size and piping material class 1767 Dia. 3 InchPMS A91A 1768 fire fighting equipments 1769 Supply, installation, testing and commissioning of following firefighting equipment as per relevant specifications, data sheet, drawing, including transporting the equipment to worksite, fixing of nuts, bolts, washers, gaskets, welding needed for fixing the equipment with matching flange etc. all complete as per drawings, specifications, standards, data sheet and direction of Engineer-in-Charge. 1770 Double headed landing valve 1771 First Aid hose reel wall mounted type 1772 Hose box cabinet Type-II (Wall mounted type) including all inside accessories, including all civil works, fixing in position with anchor bolts in foundations or wall 1773 Hose box cabinet Type-II (self-supporting type) including all inside accessories, including all civil works, fixing in position with anchor bolts in foundations or wall 1774 Variable flow Water cum foam monitor of 500/750/1000 GPM capacity 1775 Stand Post Type Fire Hydrant without Pumper Connection 1776 Miscellaneous Items 1777 Miscellaneous 1778 Design, engineering, procurement, supply of all materials and equipment, machinery, civil, structural, electrical, mechanical, instrumentation, piping works including painting works, tape coating on U/G piping, commissioning spares and tools/tackles as per scope of work, specifications, drawings, data sheets etc. and as per directions of Engineer-in-Charge for Auto Actuated High Velocity Spray System on Transformers including taking approval of the complete system from agency appointed by insurance company /Client. Unloading at site, handling, transportation from store to work site, storage at site, fabrication, construction, assembly at site, supply of all labour, installation, field works including civil structural, electrical, mechanical, instrumentation, piping works and supports, testing, pre-commissioning, painting, commissioning and any other activity required to complete the works in all respects including performance guarantee run, handing over to client as per enclosed scope of work, drawings, specifications, instructions to vendors, data sheets and as per directions of Engineer in- Charge. Supply of mandatory spares as per specifications enclosed list/instructions to vendor as per scope of work and specification, drawings and documents as per attached vendor data requirement for all supplies and services etc. complete.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
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10.
Public Administrative Department #9486538 Technical Bid
Tender For Construction Of Vivah Ghar Hall At Nagar Panchyat Sirathu - Clearing jungle including up rooting of trunk vegetation grass bush wood trees and sapling of girth upto 30cm. Measured at a height of 1 meter above ground level and removal of rubbish upto a distance of 50m. outside the periphery of area cleared as per SI.No. 2.31 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. All kinds of soil as per SI.No. 2.8.1 3 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 as per SI.No. 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. (Under Floor) as per SI.No. 2.25 (a) 5 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. as per SI no 2.27 6 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) As per SI no. 4.1.8 7 Brick work with common burnt clay (non modular) bricks of class -150in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) as per SI No- 6.1.1 8 Brick work with common burnt clay (non modular) bricks of class -150in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) as per SI No- 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 in :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) as SI No-5.1.2 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) Upto Plinth Lvl as SI No-5.1.2 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 : 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)Above Plinth Lvl as SI No-5.2.2 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 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) Upto Plinth Lvl as SI No-5.1.2 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). Above Plinth Lvl as SI No-5.3 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-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). as per SI No. 5.3 15 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-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). (Slab) as per SI No. 5.3 16 Steel reinforcement for R.C.C. work ready to use cut and bend rebars of approved make from factory/workshop to construction site including placing in position and binding all complete in Thermo-Mechanically Treated bars of grade Fe-500D or more. As per SI. No.- 5.22 B.1 17 Providing & 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. as per SI-4.13 18 Brick work with common burnt clay bricks of M-150 Class in super structure above plinth level upto floor V level in all shapes and sizes in cement mortar 1:4 (1 cement : 4 coarse sand ) as per SI no 6.13.2 19 Brick work with common burnt clay bricks of M-150 Class in super structure above plinth level upto floor V level in all shapes and sizes in cement mortar 1:6 ( 1 cement : 6 coarse sand ) as per SI no 6.4.2 20 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, priming coat of approved steel primer, but excluding the cost of other fittings,glass panes complete all as per approved design, (sectional weight of only steel members shall be measured for payment). as per SI no. 10.11.1 21 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.In grantings, frames, guard bar, ladder, railing, brackets, gates and similar works as per SI no. 10.25.2 22 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. M.S. Angle 35x35x5 for door frames as per SI no. 10.31 23 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 1 st 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. Extra for cutting rebate in flush door shutters as per SI No- 9.21.2 24 Providing and fixing glass panes with putty and glazing clips in steel doors, windows, clerestory, all complete with 4.0 mm thick glass panes. As per IS 10.30.1 25 15 mm thick cement plaster of mix 1:6 ( 1 cement & 6 course sand ) Inner Side as per IS 13.5.2 26 12 mm thick cement plaster of mix 1:6 ( 1 cement & 6 course sand ) Outer Side as per IS 13.4.2 27 15 mm thick cement plaster of mix 1:4 ( 1 cement & 4 coarse sand )Below Plinth as per IS 13.5.1 28 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone ) finished with floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. 40 mm thick floor 20 mm nominal size stone aggregate. As SI No. 11.3.1 29 Providing and laying po sition cement concrete of specified grade excluding the cost of centering and shuttering-All work up to plinth level 1:5:10 (1 cement : 5 fine sand derived from netural sources :10 grade stone aggrigate 40mm nominal size derived from netural sources ) As per code no.4.1.11 30 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 as per SI No-11.20.1 31 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 as per SI no 11.41.2 32 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to 1.8. 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 as per SI no 11.46.2 33 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 as per Sl no. -13.62.1 34 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 as per Sl no. -13.41.1 Two Coats 35 Finishing walls with Acrylic Smooth exterior paint of required shade: New work (Two or more coats applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) as per Sl no. -13.46.1 Two Coats 36 Providing and applying white cement based putty of average thickness 1 mm of approved brand and manufacturer,over the plasterd wall surface even and smooth surface as per Sl no. -13.80 37 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. as per SI no. -22.7.1 38 Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete (Copper oxidised as per IS 1378) . (a) 250mm x 16mm. As SI. 9.62.1 39 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) 250mm x 10mm. As per9.63.1 40 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) 200mm x 10mm. As per9.63.2 41 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete (Copper oxidised as per IS 1378)(a) 125 mm. 9.66.1 42 Providing and fixing 150 mm bright finished floor brass door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete. As per SI No- 14.34 43 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. As per SI- 12.41.2 44 Centering and shuttering including stutting, propping etc. and removal of form.Beam /Band as per SI- 5.9.5 45 Centering and shuttering including stutting, propping etc. and removal of form.Column as per SI- 5.9.6 46 Centering and shuttering including stutting, propping etc. and removal of form.Foundation as per SI- 5.9.1 47 Centering and shuttering including stutting, propping etc. and removal of form.Slab as per SI- 5.9.3 48 Supply & Laying of 40 mm gauge over burnt brick ballast including all materials, labour and T&P etc. for proper completion of the work. 49 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) 50 Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality. Circular shape 500 mm internal diameter 51 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 & machineriesequired 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. 52 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 53 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. 54 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 55 Providing and laying NonpressureNP2 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 56 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. 57 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 58 INTERNAL WIRING 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. 59 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 60 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 61 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 62 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 63 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 64 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 10 sq. mm + 2 X 6 sq. mm earth wire 65 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. 66 SupplyingandfixingsuitablesizeGIboxwithmodularplateandcoverinfronton surfaceorinrecess,includingprovidingandfixing6pin5/6&15/16Amodular socket outlet and 15/16 A modular switch, connections etc. as required. 67 Supply and fixing of LED Tube Light with batten suitable for upto 1 X 22 watt LED tube light fitting including tube on Surface complete in all respect. - CAT-AAA 68 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 material and driver set complete in all respect. CAT-AAA 69 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 consist of down rod blades, shackle canopies etc and with double ball bearing system. (BEE 5 Star rated - 1200/900 sweep) 70 Supply of 300mm sweep Exhaust Fan. 71 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. 72 Supplying and fixing 3 pin, 5A ceiling rose on the existing junction box/ wooden block including connections etc. as required. 73 Supplying and fixing brass batten/ angle holder including connection etc. as required. 74 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. 75 Supplying and fixing call bell/ buzzer suitable for single phase, 230 V, complete as required. 76 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. 77 Numbering of ceiling fan/ exhaust fan/ fluorescent fittings as required. 78 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. Upto 450 mm sweep 79 Extra for fixing the louvers/ shutters complete with frame for a exhaust fan of all sizes 80 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. 4 way (4 + 12), Double door 81 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.6 way (4 + 18), Double door 82 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 83 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 and neutral 84 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. Double pole 85 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. Triple pole 86 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. 87 Supplying and fixing of 63 Amp. Three Pole MCB (10KA) C curve, CAT-A 88 Supplying and fixing of 40 Amp. Three Pole MCB (10KA) C curve, CAT-A 89 Supplying and fixing of 63 Amp. 4 Pole MCB (10KA) C curve, CAT-A 90 Supplying and fixing of 40 Amp. 4 Pole MCB (10KA)CAT-A 91 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. 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 92 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. 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 93 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. Upto 35 sq. mm 94 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. Above 35 sq. mm and upto 95 sq. mm 95 Supply and burying of 600mmx600 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 diaG.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. 96 Supplying & Laying of 25mmx3mm G.I. Strip for earthing purpose as required complete in all respects. 97 Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing as required. 98 Providing and fixing H.T. danger notice plate of 250 mm X 200 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.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Uttar Pradesh View Result →
11.
Public Administrative Department #9476034 Technical Bid
Tender For Construction Work Of Computer Lab In Kgbv In Vikas Khand-Behandar - 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 as per SI.No. 2.8.1 2 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. (Under Floor) as per SI.No. 2.25 (a) 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-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) As per SI no. 4.1.8 4 Brick work with common burnt clay (non modular) bricks of class -150in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) as per SI No- 6.1.1 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 in :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) as SI No-5.1.2 6 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)Above Plinth Lvl as SI No-5.2.2 7 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) Upto Plinth Lvl as SI No-5.1.2 8 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). Above Plinth Lvl as SI No-5.3 9 Steel reinforcement for R.C.C. work ready to use cut and bend rebars of approved make from factory/workshop to construction site including placing in position and binding all complete in Thermo-Mechanically Treated bars of grade Fe-500D or more. As per SI. No.- 5.22 B.1 10 Brick work with common burnt clay bricks of M-150 Class in super structure above plinth level upto floor V level in all shapes and sizes in cement mortar 1:4 ( 1 cement : 4 coarse sand ) as per SI no 6.4.1 11 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. (11a)Using M.S. angels 40x40x6 mm for diagonal braces 12 Using flats 30x6mm for diagonal braces and central cross piece 13 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 : 6 coarse sand (zone-lll) derived from natural sources : 12 graded brick ballast 40 mm nominal size derived from natural sources) As per SI no. 4.1.10 14 12 mm thick cement plaster on roof of mix 1:3 ( 1 cement & 3 fine sand ) as per IS 13.7.1 15 12 mm thick cement plaster of mix 1:4 ( 1 cement & 4 course sand )as per IS 13.4.1 16 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 as per SI no 11.41.2 17 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to 1.8. 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 as per SI no 11.46.2 18 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 as per SI no 11.48.2 19 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 as per Sl no. -13.62.1 20 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 as per Sl no. -13.41.1 Two Coats 21 Finishing walls with Acrylic Smooth exterior paint of required shade: New work (Two or more coats applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) as per Sl no. -13.46.1 Two Coats 22 Providing and applying white cement based putty of average thickness 1 mm of approved brand and manufacturer,over the plasterd wall surface even and smooth surface as per Sl no. -13.80 23 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. As per SI- 12.41.2 24 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%, umidity resistance of 99%, NRC0.50 to 0.75 as per IS 8225:1987, Non combustible as per BS 476 (part 4)-1970 and light reflectance of 85% (minimum) to be laid in true horizontal level suspended on inter-locking metalThe work shall be carried out as per specifications, drawing and as per directions of the Engineer-in-Charge.With semi perforated 12 mm thick micro tegular edged GRGfalse ceiling tiles.DSR 26.26.1 25 Centering and shuttering including stutting, propping etc. and removal of form.Beam /Band as per SI- 5.9.5 26 Centering and shuttering including stutting, propping etc. and removal of form.Column as per SI- 5.9.6 27 Centering and shuttering including stutting, propping etc. and removal of form.Foundation as per SI- 5.9.1 28 Centering and shuttering including stutting, propping etc. and removal of form.Slab as per SI- 5.9.3 29 Supply & fixing of 25 mm dia PVC Conduit DSR 1225 30 Supply & fixing of 200 x 250mm 100 Deep Metal Box DSR 1319 31 Supply & fixing of informatery sign board 32 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. 33 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 34 Add for Invertor wiring in wiring point for Light/Fan/Plug with 1.5 mm Cu Wire. 35 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. 36 SupplyingandfixingsuitablesizeGIboxwithmodularplateandcoverinfronton surfaceorinrecess,includingprovidingandfixing6pin5/6&15/16Amodular socket outlet and 15/16 A modular switch, connections etc. as required. 37 Supply and fixing ofLED Tube Light batten fittingsuitable for up to 1 X 22 watt LED tube light on surface complete in all respect. - CAT-AAA 38 Supply and fixing of 12 Watt to 15 Watt indoorRecess 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 39 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 deliveryminimum 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 ACSupply, earthing etc. complete as required. 40 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. 41 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
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 5
Uttar Pradesh View Result →
12.
Public Administrative Department #9476032 Technical Bid
Tender For Construction Work Of Computer Lab In Kgbv In Vikas Khand- Bharkhani - 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 as per SI.No. 2.8.1 2 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. (Under Floor) as per SI.No. 2.25 (a) 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-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) As per SI no. 4.1.8 4 Brick work with common burnt clay (non modular) bricks of class -150in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) as per SI No- 6.1.1 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 in :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) as SI No-5.1.2 6 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)Above Plinth Lvl as SI No-5.2.2 7 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) Upto Plinth Lvl as SI No-5.1.2 8 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). Above Plinth Lvl as SI No-5.3 9 Steel reinforcement for R.C.C. work ready to use cut and bend rebars of approved make from factory/workshop to construction site including placing in position and binding all complete in Thermo-Mechanically Treated bars of grade Fe-500D or more. As per SI. No.- 5.22 B.1 10 Brick work with common burnt clay bricks of M-150 Class in super structure above plinth level upto floor V level in all shapes and sizes in cement mortar 1:4 ( 1 cement : 4 coarse sand ) as per SI no 6.4.1 11 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. (11a)Using M.S. angels 40x40x6 mm for diagonal braces 12 Using flats 30x6mm for diagonal braces and central cross piece 13 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 : 6 coarse sand (zone-lll) derived from natural sources : 12 graded brick ballast 40 mm nominal size derived from natural sources) As per SI no. 4.1.10 14 12 mm thick cement plaster on roof of mix 1:3 ( 1 cement & 3 fine sand ) as per IS 13.7.1 15 12 mm thick cement plaster of mix 1:4 ( 1 cement & 4 course sand )as per IS 13.4.1 16 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 as per SI no 11.41.2 17 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to 1.8. 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 as per SI no 11.46.2 18 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 as per SI no 11.48.2 19 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 as per Sl no. -13.62.1 20 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 as per Sl no. -13.41.1 Two Coats 21 Finishing walls with Acrylic Smooth exterior paint of required shade: New work (Two or more coats applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) as per Sl no. -13.46.1 Two Coats 22 Providing and applying white cement based putty of average thickness 1 mm of approved brand and manufacturer,over the plasterd wall surface even and smooth surface as per Sl no. -13.80 23 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. As per SI- 12.41.2 24 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%, umidity resistance of 99%, NRC0.50 to 0.75 as per IS 8225:1987, Non combustible as per BS 476 (part 4)-1970 and light reflectance of 85% (minimum) to be laid in true horizontal level suspended on inter-locking metalThe work shall be carried out as per specifications, drawing and as per directions of the Engineer-in-Charge.With semi perforated 12 mm thick micro tegular edged GRGfalse ceiling tiles.DSR 26.26.1 25 Centering and shuttering including stutting, propping etc. and removal of form.Beam /Band as per SI- 5.9.5 26 Centering and shuttering including stutting, propping etc. and removal of form.Column as per SI- 5.9.6 27 Centering and shuttering including stutting, propping etc. and removal of form.Foundation as per SI- 5.9.1 28 Centering and shuttering including stutting, propping etc. and removal of form.Slab as per SI- 5.9.3 29 Supply & fixing of 25 mm dia PVC Conduit DSR 1225 30 Supply & fixing of 200 x 250mm 100 Deep Metal Box DSR 1319 31 Supply & fixing of informatery sign board 32 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. 33 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 34 Add for Invertor wiring in wiring point for Light/Fan/Plug with 1.5 mm Cu Wire. 35 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. 36 SupplyingandfixingsuitablesizeGIboxwithmodularplateandcoverinfronton surfaceorinrecess,includingprovidingandfixing6pin5/6&15/16Amodular socket outlet and 15/16 A modular switch, connections etc. as required. 37 Supply and fixing ofLED Tube Light batten fittingsuitable for up to 1 X 22 watt LED tube light on surface complete in all respect. - CAT-AAA 38 Supply and fixing of 12 Watt to 15 Watt indoorRecess 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 39 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 deliveryminimum 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 ACSupply, earthing etc. complete as required. 40 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. 41 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
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Uttar Pradesh View Result →
13.
Housing Urban and Rular Development #9475635 Technical Bid
Tender For Tourism Development Of Kabir Dhuni/Gorakh Talaiya At Sahjanwa Distt. Gorakhpur - 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. 3 Filling of carted earth. 4 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. 5 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. 6 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. 7 (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 8 (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) 9 R.C.C. work with cement approved coarse sand and 2 cm. guage approved stone grit in 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. including cost of binding wire. The rate excludes making of drip course which shall be paid extra. [IN LINTEL] 10 R.C.C. work with cement approved coarse sand and 2 cm. guage approved stone grit in the proportion of 1:1.5:3excluding 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. including cost of binding wire. The rate excludes making of drip course which shall be paid extra. [IN BEAM] 11 R.C.C. work with cement approved coarse sand and 2 cm. guage approved stone grit in the proportion of 1:1.5:3excluding 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. including cost of binding wire. The rate excludes making of drip course which shall be paid extra. [IN SLAB] 12 R.C.C. work with cement approved coarse sand and 2 cm. guage approved stone grit in the proportion of 1:1.5:3excluding 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. including cost of binding wire. The rate excludes making of drip course which shall be paid extra. [IN COLUMN] 13 R.C.C. work with cement approved coarse sand and 2 cm. guage approved stone grit in the proportion of 1:1.5:3excluding 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. including cost of binding wire. The rate excludes making of drip course which shall be paid extra. [IN FOOTING] 14 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. 15 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) 16 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. 17 Same as in item No. 11 abovebutin super-structure above plinth level up to floor two level ( up to two 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) 18 Ground Floor 19 First Floor 20 Same as in item no. 14 but in1:4 cement and coarse sand mortar in superstructure for wall thickness 12 cms & below brick work. 21 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars 22 15mm thick plaster with cement mortar in proportion of 1:4 cement & coarse sand of 2.25 F.M. 23 12 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 fine sand 24 Ground Floor 25 First Floor 26 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 finesand. 27 Ground Floor 28 First Floor 29 Making grooves 10 to 12 X 12mm and upto 25 X 15 mm deep in plaster of the walls or in ceiling vertically or horizontally as required. 30 Supply & fixing 6mm China white glazed tiles in flooring or in skirting or dado laid with 1:3 Cement and approved coarse sand mortar finished with whitecement slurry, jointing and polishing complete, including supply of all materials, labour and Tool & plants. 31 Supply & fixing 6mm China white glazed tiles in flooring or in skirting or dado laid with 1:3 Cement and approved coarse sand mortar finished with whitecement slurry, jointing and polishing complete, including supply of all materials, labour and Tool & plants. 32 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 600x1200 mm (Flooring) 33 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 600x1200 mm (Skirting) 34 Providing and fixing 18 mm thick (Granite) 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 [IN FLOORING] 35 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). Ordinary cement without any pigment 36 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). 37 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 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 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 made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension uPVC extruded glazing beads, uPVC extruded interlock and uPVC extruded Inline sash adaptor (if required), EPDM gasket, wool pile, zinc alloy (white powder coated) handle with key on one side of extreme panels along with zinc plated mild steel multi point locking having transmission gear with keeps, zinc alloy (white powder coated) cresent lock (if required), stainless steel (SS 304 grade) body with adjustable doublenylon rollers (weight bearing capacity to be 120 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. 40 Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardwares anddrainage 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. 41 Three track three panels sliding door 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 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) 42 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) 43 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) 44 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. (Ceiling) 45 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. 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 & fixingAluminiumsliding 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) 300mm x 16mm. 48 Providing and fixingAluminium. anodised towerbolts (barrel type) with necessary screws etc. complete. 49 (a) 250 mm x 10mm 50 Providing and fixing S.S anodised handles with screws etc. complete (a) 125 mm. 51 Providing & laying brick coba 12 mm thick laid with M-150 class brick bat coba 7.50 cm thick with gap of 15 mm 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 aerelic cement concrete water water proofing compound filled gaps of coba & top of coba mortar mixed with water proofing compound in 1:4 cement and coarse sand mortar finished smooth & top mashed false square 30cm x cm and side wall parapet shall be mono tythic plaster wall upto 30 cm higher and junction 52 and corner shall be rounded by brick ballast cement and coarse sand masonary coba with top finished plaster mixed with acelic water proofing compound @ 2% by weight & including S/o all material, labour, T & P etc complete for proper completion of work. 53 Painting with synthetic enamel paint of approved brand and manufacture of required colourto give an even shade : 54 Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture 55 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes 56 Construction of drain alongwith apron. 57 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. 58 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.p 59 Centering and shuttering including strutting, propping etc. and removal of form for : 60 (a) Foundations, footings, bases of columns, etc. for mass concrete 61 (b) Suspended floors, roofs, landings, balconies and access platform 62 (c) Lintels, beams, plinth beams, girders, bressumers and cantilevers 63 (d) Columns, Pillars, Piers, Abutments, Posts and Struts 64 Providingandfixingtiledfalseceilingofspecifiedmaterialsofsize 595x595mmintruehorizontallevel,suspendedoninterlockingmetalgrid ofhotdippedgalvanizedsteelsections(galvanized@120grams/sqm, bothsideinclusive)consistingofmain“T”runnerwithsuitablyspaced jointstogetrequiredlengthandofsize24x38mm madefrom0.30mm thick(minimum)sheet,spacedat1200mmcentertocenterandcross “T”ofsize24x25mmmadeof0.30mmthick(minimum)sheet,1200 mmlongspacedbetweenmain“T”at600mmcentertocentertoform agridof1200x600mmandsecondarycross“T”oflength600mmand size24x25mmmadeof0.30mmthick(minimum)sheettobeinterlocked atmiddleofthe1200x600mmpaneltoformgridsof600x600mmand wallangleofsize24x24x0.3mmand layingfalseceilingtilesofapproved textureinthegridincluding,requiredcutting/making, openingforservices likediffusers,grills,lightfittings,fixtures,smokedetectorsetc. 65 Main“T” runnerstobesuspendedfromceilingusingGIslottedcleatsofsize27x 37x25x1.6mmfixedtoceilingwith12.5mmdiaand50mmlongdash fasteners,4mmGIadjustablerodswithgalvanisedbutterflylevelclipsof size85x30x0.8mmspacedat1200mmcentertocenteralongmainT, bottomexposedwidthof24mmofallT-sectionsshallbepre-paintedwith polyesterpaint,allcompleteforallheightsasperspecifications,drawings andasdirectedbyEngineer-in-charge. 66 12.5mmthicksquareedgePVCLaminatedGypsum Tileofsize595x595mm,madeofGypsumplasterboard, manufacturedfromnaturalgypsumasperIS2095part|and laminatedwithwhite0.16mmthickfireretardantPVCfilm onthefacesideand12micronmetalizedpolyesteronthe backsidewithalledgessealedwiththefacesidePVCfilm whichgoesaroundandwrapstheedgesandisbondedto theedgesandthebacksidemetalizedpolyesterfilmsoasto makethetileacompletelysealedunit. 67 Internal Electrification (Yatri Hall) 68 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. 69 Group C 70 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. 71 Submains : 72 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. 73 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire 74 2 X 4 sq. mm + 1 X 4 sq. mm earth wire 75 4 X 6 sq. mm + 2 X 6 sq. mm earth wire 76 2 X 6 sq. mm + 1 X 6 sq. mm earth wire 77 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. 78 20 mm 79 25 mm 80 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 81 5/6 A switch 82 3 pin 5/6 A socket outlet 83 TV antenna socket outlet 84 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. 85 Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. 86 Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required. 87 1 or 2 Module (75mmX75mm) 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 A modular switch, connections 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 A modular socket outlet and 15/16 A modular switch, connections etc. as required. 90 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. 91 Upto 450 mm sweep 92 MCBs & DB’s : 93 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) 94 4 way (4 + 12), Double door 95 6 way (4 + 18), Double door 96 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.) 97 4 way (4 + 12), Double door 98 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. 99 Single pole 100 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. 101 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. 102 100 A,30KA,FPMCCB 103 Supply and fixing of 40 Amp. TP MCB (10 KA) C Curve. CAT A 104 Supply and fixing of 63 Amp. TP MCB (10 KA) C Curve. CAT A 105 Supply and fixing of40 Amp. FP MCB (10 KA) C Curve. CAT A 106 Supply and fixing of 63 Amp. FP MCB (10 KA) C Curve. CAT A 107 ELCB/RCCB Switches : 108 Supplying and fixing following rating, four pole, (three phase and neutral) SPN, 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. 109 40 A 110 63 A 111 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. 112 Earthing Work : 113 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. 114 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) 115 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. 116 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%, inconvenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required. 117 100 mm width X 50 mm depth X 1.6 mm thickness 118 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. 119 Lighting Fixtures (Lights/Fans) : 120 Supply and fixing of Single light Wall Bracketon matching M.D.F.E.G. Board base etc.Complete in all respect. CAT. - AAA 121 Supply and fixing of LED Tube Light fitting suitable for up to 1X22 Watt LED Tube Light on surface complete in all Respect . 122 Supply & fixing of recess mounting round 10 to 15 watt LED down Lighter complete in all respect. 123 Supply & fixing of recess mounting round 15 to 18 watt LED down Lighter complete in all respect. 124 Armoured Cables (Cable/Gland/Lug) : 125 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 126 size 25 sq mm x 3-1/2core 127 size 35 sq mm x 3-1/2core 128 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 129 size 25 sq mm x 3-1/2core 130 size 35 sq mm x 3-1/2core 131 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 132 size 25 sq mm 133 size 35 sq mm 134 L.T. Switch Panel Board : 135 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. 136 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. 137 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 138 Incoming - 139 200 Amp MCCB-1 No. 140 Outgoing - 141 100 Amp 4P MCCB - 2 Nos. (for VTPN D.B. DBs) 142 100 Amp 4P MCCB - 2 Nos. (for VTPN D.B. DBs) 143 63 Amp 4P MCCB - 1 Nos. (for Terrace pump)) 144 40 Amp DP MCB - 2 Nos. (Spare) 145 (or As per requirment directed by Project Manager.) 146 Non-Schedule Items 147 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. 148 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. 149 INTERNAL SANITARY (Yatri Hall) 150 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat 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 151 W.C. pan with ISI marked white plastic seat and lid 152 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: 153 White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap. 154 Providing and fixing wash basin with C.I. brackets, 15 mm dia C.P. brass Single Hole Basin Mixture approved quality and make ,including painting of fittings and brackets, cutting and making good the walls wherever require. 155 a)White Vitreous China wash basin size 550x 400 mm with 15 mm dia C.P. brass Single Hole Basin Mixture. 156 Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. 157 Semi rigid pipe 158 a) 32mm dia 159 b) 40mm dia 160 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. 161 Providing and fixing 8 mm dia C.P./S.S. Jet with flexible tube upto 1 meter long with S.S. triangular plate for Eureopean type W.C. of quality and make as approved by engineer-in-charge. 162 15mm nominal bore 163 Providing and fixing CP Brass 32 mm sizeBottal Trap of approved quality & make and as per thedirection of Enginer-in-charge. 164 Providing and fixing CP Brass Single lever lelephonic wall mixture of quality & make and as per thedirection of Enginer-in-charge. 165 a) 15mm dia nominal dia. 166 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet 167 a) 100 mm diameter 168 Providing and fixing Toilet paper holder 169 a) C.P. brass 170 Providing & fixing 600x120x5 mm glass self with edges round off, supported on anodiesd aluminium angle framewith C.P. brass bracket and guard rail complete fixed with 40 mmlong screws, rawl plugs etc, complete. 171 Providing and fixing PTMT Liquid soap container 109 mm wide ,125 mm high and 112 mm distance from wall of standerd shape with bracket of the same material with snap fittings of approved quality and colour weighing not less than 105 gms. 172 Providing & fixing PTMT towl rail complete with brackets fixed to wooden cleats with cp brass screws with concealed fitting arrangement of approved quality and colour. 600 mm. long towl rail length of 645 mm. width 78 mm. and effective height of 88 mm, weighing not less than 190 gms. 173 Providing & fixing 32 # G.I. Pipes spout including cutting & making good the walls etc. 174 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. 175 110mm diameter 176 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. 177 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. 178 110mm 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 & fixing G.I. pipes complete with G.I. fittings & clamps including cutting & making good the walls etc. 181 (internal work) 182 Exposed on wall 183 32mm dia nominal bore 184 Painting G.I. pipes and fittings with two coats of anti corrosive bitumastic paint of approved quality. 185 32mm dia nominal bore. 186 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 1.00m 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. 187 internal work -Exposed on wall 188 20mm dia nominal outer dia pipes 189 25mm dia nominal outer dia pipes 190 32mm dia nominal outer dia pipes 191 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. 192 Concealed work including cutting chases and making good the walls etc. 193 15mm dia nominal outer dia pipes 194 20mm dia nominal outer dia pipes 195 25mm dia nominal outer dia pipes 196 Providing & fixing CP brass bib cock of approved quality conforming to IS 8931 197 15mm nominal bore 198 Providing & fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS 8931 199 15mm nominal bore 200 Providing & fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. 201 Providing and fixing gun metal gate valve with wheel of approved quality. 202 25mm dia nominal bore 203 20 mm dia nominal bore 204 32mm dia nominal bore 205 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete 206 25 mm nominal bore 207 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. 208 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, 209 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. 210 Pipes, cables etc. exceeding 80mm dia. But not exceeding 300 mm dia. 211 Providing, laying and joining glazed stone ware 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. 212 100mm diameter 213 150mm diameter 214 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. 215 100mm diameterS.W. Pipe 216 150mm diameterS.W. Pipe 217 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: 218 150 x 100 mm. size P type 219 With Sewer bricks conforming to IS : 4885 220 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 221 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). 222 With FPS bricks of class designation 75 223 (i) For Sewer Line 224 Extra for depth of man hole size 90x80 cm 225 Inside size 90x120 cm & 90 cm deep including C.I. cover with frame (medium duty) total wt. of cover & frame to be not less than 116 Kg (wt. of cover 58 Kg & wt. of frame 58 Kg. 226 Extra for depth of man hole size 90x120 cm 227 Providing M.S. foot rests including fixing in manholes 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 228 With 20x20 mm square bar 229 EXTERNAL WATER SUPPLY SYSTEM 230 Provding and fixing gun metal non return valve of approved quality (screwed end) 231 50 mm nominal bore 232 Vertical 233 Providing & fixing G.I. pipes complete with G.I. fittings includingtenching and refilling etc. 234 External work 235 32mm nominal bore. 236 50mm nominal bore. 237 Providing & fixing sand of grading zone V or coaser grade alround the G.I. Pipes in external work. 238 32 mm diameter pipe 239 50 mm diameter pipe 240 Providing and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc. 241 32 mm nominal bore 242 50 mm nominal bore 243 Constructing masonry Chamber 60x60x75 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement :4 coarse sand ) for sluice valve, with C.I. surface box 100mm top diameter, 160mm 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) 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 : 244 With F.P.S. bricks 245 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 : 246 25 to 40 mm dia nominal bore 247 50 to 80 mm dia nominal bore 248 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 cupler confirming to IS-14735. Also including excavation of treanches cutting of walls and holes and repairing the walls,floors and refilling the trenches as before but excluding supply and cost of other fIttlings such as elbow,bend,tee and y-tee including supply of al marerial labour and T&P.Required for proper completion of work. 249 90 mm O.D. 250 110 mm O.D. 251 Supply and fixing of UPVC S.W.R. pipe nahni trap size 100x75,110/90 mm confirming to IS-14735 self cleaning design fixed in PCC 1:2:4 and supply and fixing of 125 mm dia heavy duty CP brass jali. 252 Supply and fixing of UPVC S.W.R. plain bend confirming to IS-14735. 253 Size 90 mm 254 Size 110 mm 255 Supply and fixing of UPVC S.W.R. Cowel confirming to IS-14735. 256 Size 75/90 mm 257 Size 110 mm 258 Supply and fixing of UPVC S.W.R. plain tee confirming to IS-14735. 259 Size 90x90x90 mm 260 Size 110x110x110 mm 261 Supply and fixing of UPVC S.W.R. plain Y confirming to IS-14735. 262 Size 90 mm 263 Size 110 mm 264 FIRE FIGHTING 265 (A) Supplying, Installation, Testing & Commissioning ofElectric driven terrace pump suitable for automatic operation and consisting of following, complete in all respects, as required:(Terrace Pump) 266 (B) Horizontal type, multistage, centrifugal, split casing pump of cast iron body & bronze impeller with stainless steel shaft, mechanical seal confirming to IS 1520. 267 (C) Suitable HP Squirrel cage indution motor, TEFC type suitable for operation on 415 volts, 3 phase 50 Hz, AC supply with IP 55 class of protection for enclosure, horizontal foot mounted type with Class-F insulation, confirming to IS-325. 268 (D) M.S. fabricated Common base plate, coupling, coupling guard, foundation bolts etc. as required. 269 (E) Suitable cement concrete foundation duly plastered with anti vibration pads. 270 450 lpm at 35 m head 271 Providing, laying, testing & Commissioning ofC class heavy duty MS pipe confirming to IS 3589/IS1239 inculding welding, fittings like elbows,tees, langes,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 syntetic enamel paint of required shade complete as required: 272 25 mm dia 273 100 mm dia 274 Supplying & fixing single headed internal yard hydrant valve with instantaneousGunmetal/Stainless Steel coupling of63 mm dia with cast iron wheel, ISI marked, confirming to IS 5290(type A) with blank Gunmetal/Stainless Steel cap and chain as required: 275 Single headed Gunmetal 276 Supplying, fixing, testing & commission of butterfly valve ofPN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets confirming to IS 13095 of following sizes as required: 277 100 mm dia 278 Supplying & 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: 279 Providing, installation, testing and commission of non-return valve offollowing sizes confirming to IS: 5312 complete with rubber gaskets GI bolts, nuts, washers etc as required: 280 100 mm dia 281 Supplying & fixing 63 mm dia, 15m long RRL hose pipe with 63 mm dia male and female couplings duly bound with GI wire, rivets etc. confirming to IS 636(type-A) as required: 282 Gun Metal 283 Supplying & fixing First-aid hose Reel with MS construction spray painted in post office red,conforming to IS 884 complete with the following as required. 284 20 mm nominal internal dia water hose thermoplastic(Textile reinforced) type-2 as per IS:12585 285 20 mm nominal internal dia gun metal globe valve & nozzle. 286 Drum and brackets for fixing the equipments on wall. 287 Connections from riser with 25 mm dia stop gun metal valve & M.S. Pipe and socket. 288 30 m 289 Supplying & fixing 63 mm dia gun metal short branch pipe with 20 mm nominal internal diameter size nozzle confirming to IS:903 suitable for instantaneous connection to interconnect hos pipe coupling as required. 290 Gun Metal 291 Supplying & fixing air vessel made out 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 painting with synthetic enamel paint of approved shade as required. 292 Providing & fixing of pressure switch in M.S. pipe line including connection etc as required. 293 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. 294 FIRE DETECTION & ALARM SYSTEM 295 Supplying, installation, testing & commissioning of Manual call Boxes of MS constuction in surface/recess with stainless steel chain & hammer assembly complete with glass and push button etc. as required. 296 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 trasformer etc. complete as required. 297 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. 298 Supply and fixing of following size of PVC conduit alongwith the accessories in recess including painting in case of surface conduit, or cutting the wall and making good the same in case of recessed conduit as required: 299 25mm 300 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 facilityes as per IS:2189 with mimic diagram for all area/zone covered, complete with all connections, interconnections as required. 301 4 Zone 302 Providing, laying, testing & Commissioning ofC class heavy duty MS pipe confirming to IS 3589/IS1239 inculding welding, fittings like elbows,tees, langes,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 syntetic enamel paint of required shade complete as required: 303 80 mm dia 304 100 mm dia 305 Supplying & fixing single headed external yard hydrant valve with 1 No. 63 mm dia instantaneous FM Gunmetal/Stainless Steel coupling and cast iron wheel, ISI marked, confirming to IS 5290(type A) with blank Gunmetal/Stainless Steel cap and chain as required: 306 Single headed Gunmetal 307 Supplying, fixing, testing & commission of butterfly valve ofPN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets confirming to IS 13095 of following sizes as required: 308 80 mm dia 309 100 mm dia 310 Providing, installation, testing and commission of non-return valve offollowing sizes confirming to IS: 5312 complete with rubber gaskets GI bolts, nuts, washers etc as required: 311 100 mm dia 312 Supplying & fixing 63 mm dia, 15m long RRL hose pipe with 63 mm dia male and female couplings duly bound with GI wire, rivets etc. confirming to IS 636(type-A) as required: 313 Gun Metal 314 Supplying & fixing 63 mm dia gun metal short branch pipe with 20 mm nominal internal diameter size nozzle confirming to IS:903 suitable for instantaneous connection to interconnect hos pipe coupling as required. 315 Gun Metal 316 Supplying & fixing ofFire brigade connection of cast iron body with gun metal male instantaneous inlet coupling complete with cap and chain as required. for suitable dia MS pipe connection conforming to IS 904 as required: 317 2 way-100 mm dia M.S. Pipe 318 Supply & fixing of fire extinguisher, ABC Type 6.00 kg. capacity(ISI Marked IS:15683 & TAC approved) comlete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work. 319 Supply & fixing of CO2 type fire extinguisher,6.5 kg. capacity(ISI Marked IS:2878 & TAC approved) comlete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work. 320 Providing/Fixing of Fire Hose cabinet box made out of 18 gauge MS sheet including two coats of post office red paint over one coat of primer with 4 mm, thick glass door in front painted “FIRE” in red luminous paint. The size of the box should be 750 mm X 600 mm X 250 mm size capable of accommodating a pair of hose with coupling and nozzle. The box should be floor mounted type with railway coach lock arrangement and lever for opening the door after breaking the glass complete.Make : Standard/Lifeguard or EQ. 321 Supplying and fixing of Fire man axe.Make :- Agni Suraksha (ASES) or EQ 322 Supply, Installation, Testing and Commissioning of electronic siren with suitable audible range of 1 k.m. approximately 4 watt.complete in all respects. Make :- Agni Suraksha (ASES) or EQ. 323 Providing/Fixing of cubical type floor mounted Fire pump control panel fabricated from 16 G M.S. sheet duly powder coated finish of approved shade and comprisingof :a) 40 amp 3 Pole MCCB, 50Hz with breaking capacity 10KW.b)One Volt meter (0-500 V) with selector switch.c) One set including lamps.Make :- Make :- Agni Suraksha (ASES)/ABB/L&T or EQ. 324 SEPTIC TANK & SOAK PIT 325 Size :- Length = 5.00 M. Width = 2.00M Total Depth =3.00M 326 Earth work in excavation over areas including disposal of excavated earth, lead upto 50m, disposed earth to be levelled and neatly dressed. 327 In all kind of soil upto 1.5m depth 328 In all kind of soil upto 1.5m to 3.0m. depth 329 In all kind of soil upto 3.0m to 4.5m. depth 330 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 20mm nominal size) 331 Brick work with brick of class designation 150 in foundation and plinth in cement mortar (1 cement : 4 coarse sand) 332 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) including centering and shuttering and reinforcement. 333 TMT Fe-500 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. 334 15mm cement plaster on rough side of mix 1:4 (1 cement : 4 coarse sand) 335 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. 336 Providing and fixing C.I. tee at the inlet and outlet of septic tank. 337 Providing & fixing 75mm dia vent pipes. 338 Providing & fixing of 75mm dia cast iron terminal guard. 339 M.D. -10- Circular shape 500mm internal diameter 340 M.D. -2.5- Circular shape 450mm internal diameter 341 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. 342 With F.P.S. bricks 343 Centering and shuttering including strutting, propping etc. and removal. 344 UPGRADATION OF BOUNDRY WALL (519.20 RM) 345 R.C.C. work in Beam 346 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 : 347 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) 348 Mild steel or iron in plain work such as reinforced concrete or reinforced, brick workbending for proper shap as necessary including bending for proper completion of thework andincluding supply of steel itswastage bendhooks andauthorisedover lappingshallbe measured. 349 M-150 Brick work in Super Structure in 1:6 cement and coarse sand mortar necessary cutting & moulding of brick as required thickness of walls not to be less than 1-1/2 brick. including supply of all materiallabour, Tools & Plants etc.required for proper completion of the work 350 12 mm cement plasterinsingle coat on fair sideofsingle orhalfbrick wall for interior plastering up to floor twolevelincludinginternalrounded angles not exceeding80mm ingirth and finshed even and smooth.(1)1 cement:6 fine sand 1.25 F.M. 351 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 352 Steel reinforcement for R.C.C. work ready to use “cut and bend” rebars of approved make fromfactory/workshop to construction site includin placing in position and binding all complete above plinth level. 5.22C.1 Thermo-Mechanically Treated bars of grade Fe-500D or more. 353 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. 354 Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture 355 Centering and shuttering including strutting, propping etc. and removal of form for 356 Lintels, beams, plinth beams, girders, bressumers andcantilevers 357 Centering and shuttering including strutting, propping etc. and removal of form for 358 Column 359 COST OF SIGNAGE /INTERPATION WALL about theme of Kabir das gurunanak ravidas & Guru Gorakhsh Nath & Sant Keshavdas (CIVIL WORK) (07 Nos) 360 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. 361 Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone ballast 40 mm nominal size) and curing complete,including cost of form- work, in foundation. 362 R.C.C. (M-20) work with cement approved coarse sand and 2 cm. guage approved stone grit in 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. including cost of binding wire. The rate excludes making of drip course which shall be paid extra. 363 As in item 3 abovebut inR.C.C.beamwithapproved stone ballast.(Using1:1.5:3Mix concrete) 364 R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone ballast in the proportion of 1:1.5:3 (M-20) in footing excluding supply of reinforcement and its fixing and binding the same with 24 B.W.G.G.I. 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. Binding wire cost being inluded in the item.(M-20) 365 R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone ballast in the proportion of 1:1.5:3 (M-20) in columns excluding supply of reinforcement and its fixing and binding the same with 24 B.W.G.G.I. 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. Binding wire cost being inluded in the item.(M-20) 366 P/F TMT Bar -Fe 500 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. 367 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) : 368 Red sand stone - Exposed face machine cut and table rubbed with rough backing. 40 mm thick 369 Centering and shuttering including strutting, propping etc. and removal of form for : 370 (a) Foundations, footings, bases of columns, etc. for mass concrete 371 (b) Lintels, beams, plinth beams, girders, bressumers and cantilevers 372 (c) Columns, Pillars, Piers, Abutments, Posts and Struts 373 INTERLOCKING PAVER front side parking (971.50 sqm) 374 Earth work in Excavation in trenches for foundations pipes cable etc in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 50 meter and including filling, watering and ramming of excavated earthdisposal of sur-plus earth as directed by the Engineer incharge up to a distance of 50 meters from the foundation trenches. (DSR 2.8.1) 375 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 4.1.8 376 M-150 brick work in 1:4 (one cement and four 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. 377 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-inCharge. 378 80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern 379 SAND STONE PATHWAY (arround kund & green area) 1631 SQM) 380 Earth work in Excavation in trenches for foundations pipes cable etc in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 50 meter and including filling, watering and ramming of excavated earthdisposal of sur-plus earth as directed by the Engineer incharge up to a distance of 50 meters from the foundation trenches. (DSR 2.8.1) 381 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 4.1.8 382 M-150 brick work in 1:4 (one cement and four 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. 383 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 384 HORTICULTURE AND LANDSCAPING 385 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. 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 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). 387 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). 388 Supplying and stacking well decomposed cow dung manure at site including royalty and carriage upto site (cow dung measured in stacked will be reduced by 8% for payment.) 389 Anti termite treatment of lawn area through premise 30.50% I P. one literpremise diluted in 499 liters water and applying solution @ 1.00 litre solution per sqm lawn or bed area.(two application) i/c cost of chemical)and as per direction of officer-in-charge.and as per direction of officer-in-charge. 390 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. 391 GRASS PLANTING WORK 392 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 393 GROUND COVER/ PLANTING WORKS 394 Preparation of beds for hedging and shrubbery by excavating 60 cm deep 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) 395 SHRUB PLANTING WORKS 396 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 includingremoval 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) 397 Holes 60 cm dia, and 60 cm deep 398 Providing and stacking of Ficus benjamina (green) of height 150-165 cm., bushy with healthy branches and lush green foliage in big size HDPE bags as per direction of the officer-in-charge. 399 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. 400 Providing and stacking of Ficus blackii (F.vivion) of height 45-60 cm. with 6- 8 branches healthy foliage in earthen pots of size 25 cm as per direction of the officer-in-charge. 401 Providing and Displaying Ficus black vivion piller Topiary (sylinder type) well developed with fresh & healthy 180 to 210 cm ht in 40 cm Cement Pot as per direction of the officer-in-charge. 402 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. 403 Providing and Displaying Bamboo Buddha Valley with fresh & healthy 5 to 6 suckers 1.80 m to 2.10m ht umbrella type well developed in 50 cm Cement Pot 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 Polyalthia pendula (Ashok Pendula) of height 180-195 cm. in gunny bag of size 30 cm as per direction of the officer-in-charge. 406 External water suplly from submersiblepump (85 RM) (Detail As per TS Estimate) 407 GAZIBO (2 Nos) 408 Excavation in foundations in ordinary soil (Loam clay or sand) including lift upto 1.5 m (5 fts.) and lead upto 30 mt. (100 fts.) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-Incharges upto a distance of 30mt. (100 fts) from the foundation trenches. 409 Filling of Carted earth 410 Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 km. (5 miles) from the site of work and including watering, ramming, dressing etc rate to include cost of all materials, labour and T & P etc required for proper completion of the work. 411 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. 412 Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and around 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 413 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 414 (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. 415 R.C.C. work in slab 416 R.C.C.work in beams 417 R.C.C.work in footing foundation 418 R.C.C.work in Column 419 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 all steel and and over lapping & hooks. 420 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. 421 Same as in item no. 12 but in1:4 cement and coarse sand mortar in superstructure for wall thickness 12 cms & below brick work. 422 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) 423 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. 424 15 mm cement plaster on rough side of single or half brick wall of mix: 425 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.2.25 426 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) 427 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 : 428 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. 429 Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. 430 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,V epoxy touch ups, including rubbing, curing, moulding and polishing of edges to give high gloss finish etc. complete at all levels. 431 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.). 432 Centering and shuttering including strutting, propping etc. and removal of form for : 433 (a) Foundations, footings, bases of columns, etc. for mass concrete 434 (b) Suspended floors, roofs, landings, balconies and access platform 435 (c) Lintels, beams, plinth beams, girders, bressumers and cantilevers 436 (d) Columns, Pillars, Piers, Abutments, Posts and Struts 437 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 pigmentmatching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : 438 Red sand stone - Exposed face machine cut and table rubbed with rough backing 439 ELECTRICAL WORK 440 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. 441 Group C 442 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. 443 Submains : 444 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. 445 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire 446 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. 447 20 mm 448 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 449 5/6 A switch 450 3 pin 5/6 A socket outlet 451 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. 452 Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. 453 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. 454 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. 455 MCBs & DB’s : 456 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) 457 4 way (4 + 12), Double door 458 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. 459 Single pole 460 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. 461 Supply and fixing of 40 Amp. TP MCB (10 KA) C Curve. CAT A 462 Supply and fixing of40 Amp. FP MCB (10 KA) C Curve. CAT A 463 ELCB/RCCB Switches : 464 Supplying and fixing following rating, four pole, (three phase and neutral) SPN, 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. 465 40 A 466 Earthing Work : 467 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. 468 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) 469 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. 470 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. 471 Non-Schedule Items 472 Supply and fixing of Single light Wall Bracketon matching M.D.F.E.G. Board base etc.Complete in all respect. CAT. - AAA 473 Supply & fixing of recess mounting round 10 to 15 watt LED down Lighter complete in all respect. 474 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. 475 PLUMBING WORK 476 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. 477 110 mm 478 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 MS 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. 479 110 mm 480 [GAZIBO ] EXTRA HEIGHT (02 Nos) 481 Excavation in foundations in ordinary soil (Loam clay or sand) including lift upto 1.5 m (5 fts.) and lead upto 30 mt. (100 fts.) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-Incharges upto a distance of 30mt. (100 fts) from the foundation trenches. 482 Filling of Carted earth 483 Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 km. (5 miles) from the site of work and including watering, ramming, dressing etc rate to include cost of all materials, labour and T & P etc required for proper completion of the work. 484 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. 485 Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and around 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 486 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 487 (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. 488 R.C.C. work in slab 489 R.C.C.work in beams 490 R.C.C.work in footing foundation 491 R.C.C.work in Column 492 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 all steel and and over lapping & hooks. 493 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. 494 Same as in item no. 12 but in1:4 cement and coarse sand mortar in superstructure for wall thickness 12 cms & below brick work. 495 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) 496 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. 497 15 mm cement plaster on rough side of single or half brick wall of mix: 498 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.2.25 499 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) 500 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 : 501 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. 502 Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. 503 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,V epoxy touch ups, including rubbing, curing, moulding and polishing of edges to give high gloss finish etc. complete at all levels. 504 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.). 505 Centering and shuttering including strutting, propping etc. and removal of form for : 506 (a) Foundations, footings, bases of columns, etc. for mass concrete 507 (b) Suspended floors, roofs, landings, balconies and access platform 508 (c) Lintels, beams, plinth beams, girders, bressumers and cantilevers 509 (d) Columns, Pillars, Piers, Abutments, Posts and Struts 510 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) includingpointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigmentmatching the stone shade : (To be secured to the backing and the sides by means of cramps andpins which shall be paid for separately) : 511 Red sand stone - Exposed face machine cut and table rubbed with rough backing 512 ELECTRICAL WORK 513 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. 514 Group C 515 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. 516 Submains : 517 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. 518 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire 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 20 mm 521 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 522 5/6 A switch 523 3 pin 5/6 A socket outlet 524 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. 525 Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. 526 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. 527 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. 528 MCBs & DB’s : 529 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) 530 4 way (4 + 12), Double door 531 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. 532 Single pole 533 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. 534 Supply and fixing of 40 Amp. TP MCB (10 KA) C Curve. CAT A 535 Supply and fixing of40 Amp. FP MCB (10 KA) C Curve. CAT A 536 ELCB/RCCB Switches : 537 Supplying and fixing following rating, four pole, (three phase and neutral) SPN, 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. 538 40 A 539 Earthing Work : 540 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. 541 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) 542 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. 543 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. 544 Non-Schedule Items 545 Supply and fixing of Single light Wall Bracketon matching M.D.F.E.G. Board base etc.Complete in all respect. CAT. - AAA 546 Supply & fixing of recess mounting round 10 to 15 watt LED down Lighter complete in all respect. 547 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. 548 PLUMBING WORK 549 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. 550 110 mm 551 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 MS 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. 552 110 mm 553 COST OF STONE BENCHE (Supply, and fixing in position 3 seater sand Stone Benches, 1800*600*450 mm at site as per approved quality and design. including all cost of accesories, transportation etc. complete in all respect.) (Detail As per TS Estimate) 554 SOLAR LIGHTall in one Philips (Detail As per TS Estimate) 555 CONTROLLING WATER LOSSES IN GORAKH TALAIYA KUND 556 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.2.8.1 All kinds of soil. 557 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. 558 HDPE SHEET 1 Layer at pond bottom(800 MICRON) 559 1:1.5:3 (1 Cement: 1.5 coarse sand (zone-III) including manufactured sand derived fromRecycled Concrete Aggregate (RCA) upto 25% : 3 graded stone aggregate 20 mm nominalsize including Recycled Concrete Aggregate (RCA) upto 25%). 560 Demolishing brick work manually/ by mechanical means includingstacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. 561 MINI POND & CONNECTION 562 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. 2.8.1 All kinds of soil. 563 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) 564 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) 565 Raised and cut pointing on stone work in white cement mortar 1:3 (1 white cement : 3marble dust). 566 Dry stone pitching 22.5 cm thick laid in courses and required profile with hammer dressedstones having no side less than 15 cm, with minimum depth of 20 cm including preparing the bedding surface etc. all complete. (Payment for Stone to be made separately). 567 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. 568 400 mm dia 569 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 570 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 cover108 kg and weight of frame 100 kg) : 571 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 572 (i) For PIPE Line 573 Extra for depth of man hole size 90x120 cm 574 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. 575 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 20mm nominal size) cement plastered on both sides with cement mortar ( 1 cement : 3 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : 576 For pipes 350 to 450 mm diameter 577 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 578 450.mm diameter 579 Boring 580 T.W. boring of 200 mm dia with 150 mm dia P.V.C. pipe assembly, 7.50 H.P. submersible pump including supply of all accessories starter, panel etc. & pipe arrangements complete. 581 8 PVC casing pipe of ISI mark. 582 P/ F 3 GI pipe (B) class. 583 Nylon mesh for filter. 584 Plastic dori. 585 Solvent cement. 586 8 End cap. 587 8 Submersible cap. 588 3 MS clamp (Heavy). 589 3 GI elbow. 590 3 X 6 GI nipple. 591 7.5 HP 9 Stage submersible pump of ISI mark with automatic panel. 592 4.00 sqm. Submersible cable. 593 Drilling charges for16 dia tubewell. 594 Pea Gravel. 595 2 MS socket. 596 Rope with plastic coated 597 Cartage of material upto site. 598 water collection tank at ground lvl(haudi) 599 Shop 01 Nos 600 Excavation in foundations in ordinary soil (Loam clay or sand) including lift upto 1.5 m (5 fts.) and lead upto 30 mt. (100 fts.) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-Incharges upto a distance of 30mt. (100 fts) from the foundation trenches. 601 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. 602 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. 603 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. 604 Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and around 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. 605 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 606 (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. 607 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). 608 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). 609 R.C.C. (M-20) work with cement approved coarse sand and 20 mm. guage approved stone grit in the proportion of 1:1.5:3 in Lighter Beam 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. 610 R.C.C. Work IN FOOTING 611 R.C.C. Work in column 612 M-150 brick work in one cement & 6 coarse sand 2.25 F.M. mortar in foundation and plinth including supply of all materials labour, tools and plants etc. required for proper completion of the work. 613 Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size) 614 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. 615 M-150 Brick work in super-structure above plinth level up to floor two level (up to two storeys) includingnecessary cutting and moulding of bricks as requiredand also including honey comb brick work thickness of wall not to be less than 1.5 brick thick. (1:6 cement & coarse sand) 616 Same as in item no. 12 but in1:4 cement and coarse sand mortar in superstructure for wall thickness 12 cms & below brick work. 617 Providing & laying brick Coba 120mm 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 618 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 619 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. 620 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. 621 35 mm thick (Single Leaf) 622 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 623 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. 624 Hold fast for chaukhats of doors/windows. 625 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). (a) Second class teak wood 626 TMT FE-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 all steel and and over lapping & hooks. 627 Fixing of Door, windows/ventilators chaukhats in position. 628 (a) Door 629 15 mm thick plaster with cement mortar in proportion of 1:4 (1 cement: 4 coarse sand) cement & coarse sand in plinth. 630 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.-2.25 631 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 fine sand. 2.25.F.M. 632 12 mm cement plaster in ceiling to finshed even and smooth with mix of 1 cement : 3 coarse sand. 633 Addforplasterdripcourse/grooveinplasteredsurfaceormouldingto R.C.C.projections. 634 Ground & First floor 635 40mm thick 1:2:4 plain cement concrete floor (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement. 636 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. 637 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. 638 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. 639 Granite of any colour and shade (Area of slab over 0.50 sqm) 640 Painting two coat over priming coat (but including cost of priming coat) on steel and other metal surfaces up to 10 cm. width or girth or small articles not exceeding 0.10sqm in area white superior synthetic enamel such as LUXOL3, Hi-gloss apcolite superlac, DULUX specified brushing to give an even shade and including cleaning the surface of all dirt, dust and other foreign matter sand papering and stoping including cost of all materials, labour tools and plants etc. required for proper completion of the work. 641 Same as item above but on new wood surface. 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 @ 2.20 kg/ 10 sqm) 643 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.(Ceiling) 644 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. 645 Supplying and fixing rolling SHUTTERS of approved make made 80x125mm (3x5) cold rolled M.S. lath inter locked throughout their entire length and joined together at the end by end locks and mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete but excluding the cost of top cover and springs. 646 Providing and fixing ball bearing for rolling shutters. 647 Red 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) : 40 mm thick 648 S.S.Cramp 649 Making of draing along with apron 150 X 150 MM 650 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 651 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 thermalexpansion. 110 mm bend 652 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 653 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. 654 Centering and shuttering including strutting, propping etc. and removal of form for : 655 (a) Lintels, beams, plinth beams, girders, bressumers and cantilevers 656 (b) Suspended floors, roofs, landings, balconies and access platform 657 (c) Foundations, footings, bases of columns, etc. for mass concrete 658 (d) Columns, Pillars, Piers, Abutments, Posts and Struts 659 ELECTRICAL WORK 660 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. 661 Group C 662 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. 663 Submains : 664 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. 665 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire 666 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. 667 20 mm 668 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 669 5/6 A switch 670 3 pin 5/6 A socket outlet 671 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. 672 Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. 673 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. 674 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. 675 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. 676 Upto 450 mm sweep 677 MCBs & DB’s : 678 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) 679 4 way (4 + 12), Double door 680 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. 681 Single pole 682 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. 683 Supply and fixing of 40 Amp. TP MCB (10 KA) C Curve. CAT A 684 Supply and fixing of40 Amp. FP MCB (10 KA) C Curve. CAT A 685 ELCB/RCCB Switches : 686 Supplying and fixing following rating, four pole, (three phase and neutral) SPN, 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. 687 40 A 688 Earthing Work : 689 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. 690 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) 691 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. 692 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. 693 Supply and fixing of Single light Wall Bracketon matching M.D.F.E.G. Board base etc.Complete in all respect. CAT. - AAA 694 Supply & fixing of recess mounting round 10 to 15 watt LED down Lighter complete in all respect. 695 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. 696 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. 697 EARTH FILLING ON SITE 698 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), includingdressing 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. 699 High Mast Light 700 Supply & Installation of High Mast 12.0mtr. Long with 180 watt LED 6 No. fitting with IP 65 Protection complete in all respect.(Including Panel) 701 supply and fixing of 15 amp SPN 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. 702 Cables 703 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 704 size 6 sq mm x 2 core 705 size 10 sq mm x 4 core 706 size 25 sq mm x 3-1/2core 707 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 708 size 6 sq mm 709 size 10 sq mm 710 size 25 sq mm 711 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 712 size 6 sq mm 713 size 10 sq mm 714 External Painting on Existing Building 715 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) 716 Distempering (Two coat) with oil bound distemper of approved brand and manufacture & of required shade on ceiling 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 of all materials. (Inner walls) 717 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. 718 Scraping old whit & colour wash including disposal of refuse as directed by the Engineer-in-charge with in a distance of 60m (Inner Wall) 719 SAND STONE FLOORING ON POND STEP & CHABUTRA EXTENSION & GRANIET FLOORING 720 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 721 S.S. RAILING 722 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. 723 Providing and fixing 18 mm thick (Granite) 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 [IN FLOORING] 724 Excavation in foundations in ordinary soil (Loam clay or sand) including lift upto 1.5 m (5 fts.) and lead upto 30 mt. (100 fts.) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-Incharges upto a distance of 30mt. (100 fts) from the foundation trenches. 725 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). 726 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. 727 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. 728 Centering and shuttering including strutting, propping etc. and removal of form for : 729 (a) Lintels, beams, plinth beams, girders, bressumers and cantilevers 730 DRAIN 300X450 (LENTH =75+30.6 +117.7+45.7 MTR) (269 RMT) 731 Earth work in excavation 732 P.C.C. 1:4:8 733 Brick work in 1:4in foundation. 734 12 MM thick plaster (1:4) 735 C.C. flooring 736 DISMATELLING & RECONSTRUCTION OF BOUNDRY WALL TWO PANNEL FOR HYDROLIC MECH. ( 5.120 Rmt.) 737 As per Details TS Estimate 738 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 : 739 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) 740 Mild steel or iron in plain work such as reinforced concrete or reinforced, brick workbending for proper shap as necessary including bending for proper completion of thework andincluding supply of steel itswastage bendhooks andauthorisedover lappingshallbe measured. 741 M-150 Brick work in Super Structure in 1:6 cement and coarse sand mortar necessary cutting & moulding of brick as required thickness of walls not to be less than 1-1/2 brick. including supply of all materiallabour, Tools & Plants etc.required for proper completion of the work 742 12 mm cement plasterinsingle coat on fair sideofsingle orhalfbrick wall for interior plastering up to floor twolevelincludinginternalrounded angles not exceeding80mm ingirth and finshed even and smooth.(1)1 cement:6 fine sand 1.25 F.M. 743 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 744 Steel reinforcement for R.C.C. work ready to use “cut and bend” rebars of approved make fromfactory/workshop to construction site includin placing in position and binding all complete above plinth level. 5.22C.1 Thermo-Mechanically Treated bars of grade Fe-500D or more. 745 As per Details TS Estimate 746 Two or more coats on new work over an under coat of suitable shade with ordinary paint ofapproved brand and manufacture 747 Centering and shuttering including strutting, propping etc. and removal of form for 748 Lintels, beams, plinth beams, girders, bressumers andcantilevers 749 Centering and shuttering including strutting, propping etc. and removal of form for 750 Column 751 Demolishing brick work manually/ by mechanical means includingstacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. 752 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 - incharge. 753 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 10 km for all lifts, complete as per directions of Engineer-in-charge. cum 494.10 Note - item to be applicable in urban areas having directions for restricted hours for movement/ plying of load carrying motor vehicle of 3.5 cum or more. 754 WALL CUTTING 755 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. 756 a) 110mm diameter 757 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 completeso as to make it leak proof. 758 KITCHEN 759 Excavation in foundations in ordinary soil (Loam clay or sand) including lift upto 1.5 m (5 fts.) and lead upto 30 mt. (100 fts.) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-Incharges upto a distance of 30mt. (100 fts) from the foundation trenches. 760 Filling of Carted earth 761 Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 km. (5 miles) from the site of work and including watering, ramming, dressing etc rate to include cost of all materials, labour and T & P etc required for proper completion of the work. 762 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. 763 Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and around 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 764 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 765 (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. 766 R.C.C. work in slab 767 R.C.C.work in beams 768 R.C.C.work in footing foundation 769 R.C.C.work in Column 770 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 all steel and and over lapping & hooks. 771 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. 772 Same as in item no. 12 but in1:4 cement and coarse sand mortar in superstructure for wall thickness 12 cms & below brick work. 773 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) 774 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. 775 15 mm cement plaster on rough side of single or half brick wall of mix: 776 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.2.25 777 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 fine sand 778 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) 779 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.(Ceiling) 780 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. 781 Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. 782 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. 783 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.). 784 Centering and shuttering including strutting, propping etc. and removal of form for : 785 (a) Foundations, footings, bases of columns, etc. for mass concrete 786 (b) Suspended floors, roofs, landings, balconies and access platform 787 (c) Lintels, beams, plinth beams, girders, bressumers and cantilevers 788 (d) Columns, Pillars, Piers, Abutments, Posts and Struts 789 Providing & laying brick coba 12 mm thick laid with M-150 class brick bat coba 7.50 cm thick with gap of 15 mm 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 aerelic cement concrete water water proofing compound filled gaps of coba & top of coba mortar mixed with water proofing compound in 1:4 cement and coarse sand mortar finished smooth & top mashed false square 30cm x cm and side wall parapet shall be mono tythic plaster wall upto 30 cm higher and junction 790 and corner shall be rounded by brick ballast cement and coarse sand masonary coba with top finished plaster mixed with acelic water proofing compound @ 2% by weight & including S/o all material, labour, T & P etc complete for proper completion of work. 791 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, ofapproved 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 withthe 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. 792 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, ofapproved 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 withthe 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. 793 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: 794 (a) 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 795 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. 796 Hold fast for chaukhats of doors/windows. 797 Door / windows & Staircase grill. 798 Angle iron chaukhats size 40x40x5 799 Z Section steel window 800 Fixing of Door, windows/ventilators chaukhats in position. 801 (a) Door 802 (b) Windows 803 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes (weights not less than 10 kg/ sqm). 804 Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. 805 Providing & fixingAluminiumsliding 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) 300mm x 16mm. 806 Providing and fixingAluminium. anodised towerbolts (barrel type) with necessary screws etc. complete. 807 (a)250 mm x 10mm 808 (a) 200 mm x 10mm 809 Providing and fixing S.S anodised handles with screws etc. complete (a) 125 mm. 810 Wiringforlightpoint/fanpoint/exhaustfan point/callbellpointwith1.5sq.mmFRLSPVC insulatedcopperconductorsinglecorecablein surface/recessedmediumclassPVCconduit, withmodulartypeswitch,modularplate, suitable size G.I. box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc as required. 811 Group C 812 Wiringforcircuit/sub-mainwiringalongwith earthwirewiththefollowingsizeofFRPVC insulatedcopperconductor,singlecorecablein surface/ recessedmediumclassPVC conduitasrequired. 813 2X1.5 sqmm + 1x1.5 sqmm earth wire 814 2X2.5 sqmm + 1x 2.5 sqmm earth wire 815 2X4.0 sqmm + 1x 4.0 sqmm earth wire 816 2X6.0 sqmm + 1x 6.0 sqmm earth wire 817 Supplyinganddrawingco-axialTVcableRG-6 graded,0.7mmsolidcopperconductorPE insulated,shieldedwithfinetinnedcopperbraid andprotectedwithPVCsheathintheexisting surface/ recessed steel/ PVC conduit asrequired. 818 Say Rs. 819 Supply and fixing of following size of PVC conduitalongwiththeaccessoriesinrecess includingpaintingincaseofsurfaceconduit,or cuttingthewallandmakinggoodthesameincase of recessed conduit as required: 820 20mm 821 Supplyingandfixingfollowingmodularswitch/ socketonthe existingmodularplate&switch boxincludingconnectionsbutexcludingmodular plate etc as required. 822 TV antenna socket outlet 823 Supply and fixing of stepped type electronic fan regulatorontheexistingmodularplateswitch boxincludingconnectionsbutexcluding modular plate etc. as required. 824 Supplying and fixing modular blanking plate on the existing modular plate & switch boxexcluding modular plate as required. 825 Supplying and fixingfollowing size/modules,GIboxalongwithmodularbase &coverplate for modular switches in recess etc as required. 826 1 or 2 module(75mm X 75 mm ) 827 SupplyingandfixingsuitablesizeGIboxwith modular plate and cover in front on surface or in recess including providing and fixing 3 pin 5/6 A modularsocketoutletand5/6Amodularswitch,connection etc. as required. 828 SupplyingandfixingsuitablesizeGIboxwith 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,connection etc. as required. 829 Supplyingandfixing3pin5Aceilingroseon the existing junction box/woodedn blockincluding connectionetc. as required. 830 Supplyingandfixingbrassbatten/angleholderincluding connectionetc. as required. 831 Instalation,testing&commissioningofwall bracket/ceilingfittingsofallsizesandshapes containing upto two GLSCFL/LED lamps per fitting, complete with all accessories includingconnection etc. as required. 832 Installation, testing and commissioning of prewired,flourescentfitting/compact fluorescent fitting of all types,completewithall accessoriesandtubesetc.directlyonceiling/ wall, including connection with 1.5 sq. mm. PVC insulated, copper conductor, single core cable etc. as required. 833 Installation, testing and commissioning of ceiling fan,includingwiring thedownrodsof standard length(upto30cm)with1.5sq.mmFRLSPVC insulated, copper conductor, single core cable etc. Includingprovidingandfixingphenolic laminated sheet cover on the fan box etc. asrequired. 834 Numbering of ceiling fan/ exhaust fan/fluorescent fittings as required. 835 Installationofexhaustfanintheexisting opening, including making good the damage, connections, testing, commissioning etc. as required. 836 upto 450 mm sweep. 837 Extraforfixingthelouvers/shutterscomplete with frame fro exhaust fans of all sizes. 838 Supply and fixing suitable size GI box with 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`curveincludingconnections,paintingetc. as required. 839 Providing and fixing circular/Hexagonal cast ironorM.S.sheetboxforceilingfanclamp,of internal dia 140 mm,73mmheight,top lidof 1.5 mmthickM.S.sheetwithitstopsurfacehacked for proper bonding, top lid shall bescrewed into the cast iron/M.S. sheet box by means of 3.3 mm diaroundheadedscrewed,onelocatthe conrners.Clampshallbemade of12mmdiaM.S. bar bent to shape as per standard drawing. 840 Supply,Installation,TestingandCommissioning of1200mmsweep,BEE5starrated,ceilingfan with Brush Less Disect Current(BLDC) motor, classofinsulation:B,3nos.blades,30cmlong down rod, 2nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9,ServiceValue(CM/M/W)minimum6,Airdelivery minimum 210 Cum/Min, 350 RPM(tolerance as per IS: 374-2019), THD less than10%remoteorelectronicregulatorunitfor speedcontrolandallremainingaccessories including safety pin, nut bolts, washers, temperaturerise=75degreeC(max.),insulation resistancemorethan2megaohm,suitablefor 230V,50Hz,singlephaseACSupply,earthingetc. complete as required. 841 Supplyingandfixing following way,singlepole and neutral sheet steel, MCB distribution board, 240Vonsurface/recesscomplete with,tinned copper busbar, neutral busbar, earth bar, din bar, interconnections, powder painted including earthingetc. asrequired(ButwithoutMCB/ RCCB / Isolators). 842 12 way, Double door 843 Supplying and fixing 5 amps. to 32 amps. rating,240volts `Cseries, miniaturecircuit breaker (MCB)suitableforinductiveloadof following poles in theexisting MCB DB completewith connections,testingand commissioningetc.as required. 844 Single Pole 845 Double Pole 846 Supplyingandfixingsinglepole,blankingplate intheexistingMCBDBcompleteetc.asrequired. 847 EarthingwithGIearthpipe,600mmX600 mmX 6 mm thick including accessories and providingmasonaryenclosurewith coverplate having locking arrangementandwateringpipe of 2.7 metre long etc, with charcoal/cock and salt as required. 848 Supplying and Laying of 25 mm X 3 mm G.I strip at0.50metrebelowgroundasstripearth electrode, including connection / terminating withnut,bolt,spring,washeretc.asrequired.( jointing shall be done by overlapping and with 2 setsofG.I.nutbolt&springwasherspacedat50mm) 849 Supplying and Laying of 6 SWG G.I wireat 0.50 metre belowgroundlevelforconductorearth electrode, including connection / terminating with G.I. thimble etc. as required. 850 LayingofonenumberPVCinsulatedandPVC sheathed/XLPEpowercableof1.1KVgradeof following size direct in ground including excavation,sandcushioning,protectivecoveringand refilling the trench etc. as required. 851 Upto 35 sq. mm 852 Supplying&makingendterminationwithbrass compressionglandandaluminiumlugsforthe following size of PVC sheathed / XLPE aluminiumconductorcableof1.1KVgradeasrequired. 853 2 X 10 sqmm. (19mm) 854 Providing,layingandfixingfollowingdiaG.I. pipe(mediumclass)ingroundcompletewithG.I. fittings including trenching (75 cm deep) andrefilling etc as required. 855 50 mm Dia(Rate taken From Civil DSR 2021-18.12) 856 Supplyoffollowingsizeof1.1KVgrade multicore aluminium conductor PVC sheathedarmoured cable as per IS 1554. 857 10 sqmm 2 core 858 Supply & fixing of7/9 W LED BULB complete inall respect. 859 Supply and fixing of LED Tube Light with battensuitableforupto1X20wattLEDtube light complete including tube etc. on surfacecomplete in all respect. 860 Supply&fixingofrecess/Surface/Pendent mounting round 10 to 15 watt LED Down LighterhavingPowdercoateddiecast aluminium housing with heat sink, diffuser/Reflectoranddriversetcompleteinallrespects. 861 Cat. AAA 862 Supply ofAC230/250Volts,50Hz55w1400 rpm exhaust fans including providing nuts, bolts, mountingframeandotheraccessoriesincluding connections etc. complete as required.-Make:Havells-STANDARD -Refresh Air-SPS 863 300mm sweep. 864 PLUMBING WORK (As per TS Estimate 865 DRINKING WATER BOOTH 866 Excavation in foundations in ordinary soil (Loam clay or sand) including lift upto 1.5 m (5 fts.) and lead upto 30 mt. (100 fts.) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-Incharges upto a distance of 30mt. (100 fts) from the foundation trenches. 867 Providing and laying in cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 stone ballast 40 mm nominal size) and curing complete,including cost of form- work, in foundation and floors. 868 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. 869 M-150 brick work in one cement & 6 coarse sand 2.25 F.M. mortar in foundation and plinth including supply of all materials labour, tools and plants etc. required for proper completion of the work. 870 R.C.C. work in slab (Using1:1.5:3Mix concrete) 871 As in item 5 abovebut inR.C.C.beamwithapproved stone ballast.(Using1:1.5:3Mix concrete) 872 As in item 5 above but in R.C.C. columns in 1:1.5:3 having strength not less than M-20. 873 As in item 5 abovebut inR.C.C.Raft foundation and footingwithapproved stone ballast. (Using1:1.5:3Mix concrete) 874 Class M-150 Brick work in super-structure above plinth level includingnecessary cutting and moulding of bricks as requiredand also including honey comb brick work thickness of wall not to be less than one brick thick. (1:4 cement & coarse sand) 875 15 mm cement plaster on rough side of single or half brick wall of mix : 1:4 (1 cement: 4 coarse sand) 876 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. (Fe-500) 877 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 878 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) 879 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.(Ceiling) 880 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. 881 Providing and laying water proofing treatment in sunken portion of W.C., 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. 882 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 costof nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate 883 Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, i/c making good the walls etc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting chases and making good the wall :(15 mm dia) 884 Providing and fixing G.I. Union in G.I. pipeincluding cutting and threading the pipe and making long screws etc. complete (New work) :(15 mm dia) 885 Providing and fixing G.I. pipes complete with G.I. fittings includingtrenching and refilling etc.(25 mm dia) 886 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 887 Supply of 110 mm dia PVC casing pipe for boring 6 kg/sqm ISI approved. 888 WATER TANK 889 Providing and fixing stone jali 40 mm thick throughout in cement mortar 1:3 (1 cement : 3coarse 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. 890 Red 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) : 40 mm thick 891 Centering and shuttering including strutting, propping etc. and removal of form for : 892 (a) Foundations, footings, bases of columns, etc. for mass concrete 893 (b) Suspended floors, roofs, landings, balconies and access platform 894 (c) Lintels, beams, plinth beams, girders, bressumers and cantilevers 895 (d) Columns, Pillars, Piers, Abutments, Posts and Struts 896 GST Extra As per Applicable
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 7
Uttar Pradesh View Result →
14.
Housing Urban and Rular Development #9463801 Technical Bid
Tender For 1- Construction Work Of Old Dilapidated Public Toilet (05 Seater) In Divisional Commissioner Office Moradabad. Civil Work - Civil Work ADemolishing 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. DSR No. 15.4 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, DSR No. 15.56 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. DSR No. 15.7.1 4 Recovery of old Brick after dismteling of brick work. 5 1:4:8 (1 Cement: 4 coarse sand (zone-III): 8 graded stone aggregate 40 mm nominal size) DSR No. 4.1.8 6 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 DSR No. 6.1.1 7 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. All works above plith level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg/cum DSR No. 5.33.2.1 8 Steel reinforcement for R.C.C. work ready to use cut and bend rebars of approved make from factory/workshop to construction site including placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. DSR No. 5.22C.1 9 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in Superstructure and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand DSR No. 6.3.1 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in Superstructure and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand DSR No. 6.3.1 10 Half brick work with common burnt clay F.P.S. (non) modular) bricks of class designation 7.5 in Superstructure and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand IDSR No. 6.12.2 11 12 mm cement plaster of mix: 1:4 (1 cement: 4 fine sand) DSR No. 13.1.1 12 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). DSR No. 10.13.1 13 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 DSR No. 13.99.1 14 Providing and applying white cement based putty of mm, of approved brand and average thickness 1 manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. DSR No. 13.80 15 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 leven shade and colour. Two coats DSR No. 13.82.2 16 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., The tiles must be cut with the zero chipping diamond cutter only laying of tiles will be done with the notch trowel piler wedge clips of required thçkness levelling system and rubber mallet for placing the tiles gently and easily. DSR No. 11.41A.1.1 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 DSR No. 12.41.2 18 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 No. 22.6 19 Providing and fixing false ceiling at all heights with Integral densified calcium silicate reinforced with fire and natural filler falsa colling tiles of Size b0b6b05 mum of approved texture, design and pallens as pop GPWD Specification 2018, to be laid in true horizontal level suspended on inter locking metal T-Grid of hot dipped galvanised from section of 0.33 mm thick (galvanized @ 120 grams per sq including both sides)comprising of main-T runners of size 24x38 mm of length 3000 mm,cross of size 24x32 mm of length 1200 mm and secondaryintermediate Grass-Fal size 24x32 mm of length 600 mm to formgrid moduls al size 600 × 600 mm, suspended from ceiling using galvanised mild steel items (galvanizing (@ 90 grams par sqm) 1.0. 12×60 mm long dash fasteners, 6 mm dia fully threaded hanger rod upto 1000 num length and L-shape level adjuster of size 76x26x26x1.6 mm Bad with grid and Z cleat of size 25x37x26x1.6 mm thick with precut hole on both 26 mm flange to plorce into 12x60 mm or even bigger size dash fastener if require, fixed with Glavanised fron perimeter wall angle or size 24x24×0.40 mm of length 3000 mm to be fixed on periphey wall / partition with the help of plastic rawl plugs at 450 mm center to canter and 40 mm long dry wall 8.8 screws. The work shall he carried out as per specifications, drawing and as per directionsof the Engineer-in-Charge. With 15 mm thick tegular/bull edged without perforation plain/designer light weight calcium silicate Anti-Microbial Bio-Safe coated false ceiling tiles Confirming to JIS-Z2801 and ASTM G-21 DSR No. 26.22.2 20 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 hasic item): With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm). DSR No. 21.3.1 21 Providing and fixing wash basin with C.I. brackets, 16 mm C.P. brass pillar taps, 32 mm C.P, brass waste of standard pattern, including painting of fillings and brackets, culling and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps. DSR No. 17.7.1 22 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fillings and fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fillings 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 DSR No. 18.8.1 23 Providing and fixing Chlorinated Polyvinyl Chloride (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. Internal work Exposed on wall 25 mm nominal dia Pipes DSR No. 18.7.3 24 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: One urinal basin with 5 litre white P.V.C. automatic flushing cistern. DSR No. 17.4.1 25 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 No. 17.1.1 26 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. DSR No. 17.2.1 27 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 DSR No. 18.51.1 28 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 15 mm nominal bore. DSR No. 18.52.1 29 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 15 mm nominal bore. DSR No. 18.53.1 30 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 No. 17.31 31 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. DSR No. 18.48 32 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 1, 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). 25 mm thick. DSR No. 9.18.2 33 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Flexible pipe 32 mm dia DSR No. 17.28.2.1 34 Providing and fixing Health Faucet (M.R) 35 Providing and fixing floor drain in Square shape 6x6 (M.R) 36 ELECTICAL WORK (PART-B)Wiring for light point/ fan point/exhaust fan point/ call bell point with 15 sq.mm FRIS 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 CDSR(1.10.3) 37 Supplying and fixing suitable size GI box with modular plate nad cover in front on Surface or in recess, including providing and fixing 6 pin 5/6 & 15/16A Module Socket outlet and 15/16A modular switch, connections etc, as required, DSR(1.32) 38 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 2x1.5 sqmm+1x1.5 sqmm earth wire DSR(1.14.1) 20 2) 146 39 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 2x2.5+ sqmm +1x2.5 sqmm earth wire DSR(1.14.2) 40 Supply & Fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making it good the same in case of recessed conduit as required DSR(1.21) 25mm Dia Conduit DSR(1.21.2) 41 Supply and fixing of 400mm Wall Fan complete in all respect NSI (MR) 42 Supply and fixing of 300mm Fresh Air Fan complete in all respect NS! (MR)
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 4
Uttar Pradesh View Result →
15.
Public Administrative Department #9402102 AOC
Tender For Construction Boundary Wall, Male And Female Toilet And Other Work In Government Excise Bonded Warehouse Campus Mainpuri. , 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.No.2.6.1 , 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(1Cement:Coarse Sand(Zoneiii) Derived From Natural Sources:10 Graded Stone Aggregate 40 Mm Nominal Size Derived From Natural Sources) Dsr No.4.1.10 , 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 :3 Graded Stone Aggregate 20 Mm Nominal Size) As Si No.5.1.2 , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form : Foundation As Per Si No.5.9.1 , 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(1Cement :1.5 Coarse Sand (Zone-3Rd) Derived From Natural Sources :3Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources) Above Plinth Lvl As Si No.5.2.2 , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form : Column As Per Si.No.5.9.6 , 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 Sizederived From Natural Sources). As Per Si No.5.3 , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form : Beams As Per Si.No.5.9.5 , Steel Reinforcement For Reinforced Cement Concrete Work Ready To Use Cut And Bend Rebars Of Approved Make From Factory/Workshop To Construction Site Including Placing In Position And Binding All Complete In Thermo-Mechanically Treated Bars Of Grade Fe-500D Or More.As Per Si No.5.22 B.1 , Brick Work With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation 7.5 In Foundation And Plinth In: 1:6 (1 Cement : 6 Coarse Sand):. S.I. No. 6.1.2 , 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) S.I.No.6.4.2 , 15Mm Cement Plaster With Cement Mortar In Proportion Of 1:4 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.13..5.1 , 12Mm Cement Plaster With Cement Mortar In Proportion Of 1:4 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.13.4.1 , Finishing Walls With Acrylic Smooth Exterior Paint Of Required Shade :New Work (Two Or More Coats Applied @1.67 Ltr/10 Sqm Over And Including Priming Coat Of Exterior Primer Applied @ 0.90Ltr/Sqm)).Two Coats.As Per Si.No.13.46.1 , 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 Dsr 5.9.20 , 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 Dsr 10.5.1 , With Ready Mixed Red Oxide Zinc Chromate Primer Of Approved Brand And Manufacture On Steel Galvanised Iron/Steel Works, Two Or More Coats On New Work Over An Under Coat Of Suitable Shade With Ordinary Paint Of Approved Brand And Manufacture. 13.50.3+13.62.1 , Distempering With 1St Quality Acralic Distemper Having Voc Contant Less Than 50Gm./Ltr. Two Or More Coat Over And Including Prime Coat With Cement Primer. Dsr 13.41.1 , 20Mm Cement Plaster In (1:4) C:C/Sand Etc All Complete Dsr 13.6.1 , Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level1:2:4 (1 Cement : 2 Coarse Sand(Zone-Iii) Derived From Natural Sources : 4 Graded Stone Aggregate 40 Mm Nominal Size Derived From Natural Sources). Dsr 4.1.4 , 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 Dsr 11.41.2 , 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. Dsr 8.31 , Providing And Fixing On Wall Face Unplasticised Rigid Pvc 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. 12.41 Supply/Fixing 110Mm Size Pvc Pipe Isi Mark. 12.41.2 , Supply/Fixing Of 75Mm Dia Pvc Pipe Isi Mark. 12.41.1 , Supply/Fixing Brass Bib Cock And Stop Cock Including All Complet. 15Mm Dia. , 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 17.7.2 , Supply/Fixing Squating Plate Urinal Basin Of White Glazed Earthen Ware Including All Complete. , Supply/Fixing Cpvc Pipe 25Mm Dia. Dsr 8638 , Supply/Fixing Cpvc Pipe 15Mm Dia. Dsr 8636 , 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 : Dsr 17.2.1 , Supply/Fixing Of 500 Ltr. Pvc Water Tank Etc All Complete , Supply/Fixing Sing Boad Marbal Stone Etc All Complet. Supply/Fixing Squating Plate Urinal Basin Of White Glazed Earthen Ware Including All Complete. 9601.56
Contract Date: Feb 05, 2026 Contract Value : ₹ 8.51 Lakh
Government Departments No of Bidders 3
Uttar Pradesh View Result →
16.
Power #9378025 Technical Bid
Tender For Mezzanine Floor And Miscellaneous Civil Works At Hwp(T); 1 Earth work excavation in all typesof soils other than soft and hard rock upto a depth not exceeding 0.500 mts from original average ground level for foundations, under floors,back filling in plinth and around foundations withexcavated soil in layers not exceeding 150 mm, watering, consolidatingincluding disposing off surplus earth within a distance of 500 mts etc.,all complete as per drawings, specifications and as directed by the Engineer. 2 Supplying and filling with red gravel of approved quality in plinth, under floor to required levels including breaking clods, watering, ramming, consolidating and dressing etc., all complete as per drawings, specifications and as directed by the Engineer. 3 Supplying and filling with river sand / grey M-sand of approved quality in plinth, under floor torequired levels including watering, ramming , consolidating and dressing etc., all complete as per drawings, specifications and as directed by the Engineer. 4 Providing and laying plain cement concrete 1:4:8(1 cement : 4 coarse sand : 8 graded stone aggregate) using 40 mm nominal size stone aggregate of approved quality forfoundations, under floor including consolidation, levelling, finishing and curing etc., all complete as per drawings, specifications and as directed by the Engineer. 5 Providing and laying plain cement concrete 1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate) using 20 mm nominal size stone aggregate of approved quality for grouting structural members in wall / floor wherever requiredincluding consolidating, finishing, curing, scaffoldingetc.,all complete at all levels as per drawings, specifications and as directed by the Engineer. 6 Providing and laying cast - in - situ machine mixed cement concrete 1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size ) reinforced cement concreteworks for pedestals, raft, grade slab, shelves etc.., including shuttering and centering, required alignment, consolidating, finishing, curing, scaffolding etc.,all complete at all levels as per drawings, specifications and as directed by the Engineer, but excluding cost of reinforcement steel. 7 Providing, laying and fixing in positionFe 500-D grade TMT reinforcement steel of M/s SAIL/TATA/VIZAG/JINDAL brand conforming to IS 1786 for all reinforced cement concrete works including cutting, bending, supplying and binding with 16 gauge MS annealedwire, supplying and laying spacer blocks, scaffolding etc., all complete at all levelsas per drawings, specifications and as directed by the Engineer. 8 Providing, fabricating, transporting, erecting and fixing steel structure in position made of angles, channels, flats, pipes, plates, joists/beams, cleats etc., of M/s.SAIL/VIZAG/TATA/JINDAL brand for mezzanine floors, platforms, ladders, columns, beams, bracings, stairs, gratings, hand rails, EPs, shelves, bed bolts including making flange connections, splice connections, base plate connections etc., as directed, nuts, bolts, washers, cutting and welding at site, painting the structure with two or more coats of chlorinated rubber paint of approved manufacture and shade over a coat of zinc chromate red oxide primer, scaffolding etc., all completeat all levelsas perdrawings,specifications and asdirected by theEngineer. 9 Providing and laying brick Masonry with cement mortar 1:6 (1 Cement: 6coarsesand) using common burnt clay bricks of class designation 7.5 including racking of joints, hacking cc floor, key in existing brick wall, scaffolding, curing etc., all complete at all levels as per drawings, specifications and as directed by the Engineer. 10 Providing and laying 115 mm thick brick masonry in cement mortar 1:4 ( 1 cement : 4coarse sand) using common burnt clay bricks of class designation 7.5including racking of joints, hacking cc floor, key in existing brick wall, scaffolding, curing etc., all complete at all levels as per drawings, specifications and as directed by the Engineer. 11 Providing and plastering with cement mortar 1:4 (1 cement: 4 coarse sand) of thickness 12 mm to 20 mm in patches including cutting patches in proper shape, racking out joints, preparing and plastering the surface of walls, scaffolding, curing, disposal of rubbish near plant main gate by mechanical means etc.,all completeat all levelsas per drawings, specifications and asdirected by Engineer. 12 Providing and laying 15 mm thick plaster in cement mortar 1:4 (1 cement : 4 coarse sand) on concrete/brick masonry surfaces including hacking of concrete surfaces, curing, scaffolding, providing grooves etc.,all completeat all levelsas perdrawings, specifications and asdirected by theEngineer. 13 Providing and laying cement concrete flooring 1:2:4 (one part of cement: two parts of fine aggregate: four parts of coarse aggregate 12.5mm and down grade) of average 40 mm thicknessinpanels of less than 2.00 sqmplan area by providing glass strips 4 mm thick x 40 mm deep (average)including alignment, level, consolidation, neat cement finishing, curing etc., all complete at all levelsas per drawings, specifications and as directed by the Engineer. 14 Providing and laying 2 mm thick homogeneousVinyl flooring / skirting of approved brand and shade on cement concrete floor / MS sheet floor using suitable adhesive including removing damaged/worn out vinyl floor, surface preparation,trimming / cutting,pressing uniformly for perfect fixing and cleaning etc.., all complete at all heights as per drawings,specfications and as directed by the Engineer. 15 Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make and colour over floor etc..,all complete at all levels as per drawings, specifications and as directed by the Engineer.15.1) In flooring using suitable acid and /or alkali resisting adhesivebedding and joints filled with suitable acid and/or alkali resisting adhesive. . 16 Providing FRP patches to plug holes/cracks on existing asbestos corrugated roofing sheet in roof of any pitch including surface preparation, one coat of resin, three layer 450 CS mat, final coat surface mat , ensuring leak proof, adopting all applicable safety measures/PPEs, scaffoldingetc., all completeat all levelsas per drawings,specifications and asdirected by theEngineer. 17 Providing and fixingnon-asbestos high impact polypropylene reinforced cement 6 mm thick corrugated sheets (as per IS: 14871) as replacement for existing damaged sheetsin roofing / cladding 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 structural steel works), including cutting sheets to size and shape wherever required, removal of old damaged sheets in roofing / cladding and stacking at store, adopting all applicable safety measures/PPEs etc.,all completeat all levelsas per drawings,specifications and asdirected by theEngineer. 18 Providing and fixing corrugated adjustable ridges with suitable fixing accessories or self drilling fastener and EPDM washer as replacement for existing damaged ridges including cutting ridges to required length wherever required, removal of old damaged ridges in roof and stacking at store, adopting all applicable safety measures/PPEs etc.,all completeat all levelsas per drawings,specifications and asdirected by theEngineer. 19 Providing and applying two or more coats of first quality exterior acrylic emulsion of approved manufacture, colour and shade on old / newly plastered surfaces of walls over a coat of exterior primer of approved manufacture to give an even shade including preparing the surface smooth, scaffolding, cleaning etc., all completeat all levelsas perdrawings, specifications and asdirectedby theEngineer. 20 Providing and applying two or more coats of synthetic enamel paint of approved quality and shade over a coat of approved zinc chromate red oxide primer on MS sheet claddingetc., all complete as per drawings, specifications and as directed byEngineer. 21 Drilling suitable holes in reinforced cement concrete / plain cement concrete beam / floor with power driven drill machine to a depth up to 250 mm to introduce and grout rebars in position using Lokfix S anchor grout of Fosroc make excluding cost of rebar etc.., all complete as per drawings, specifications and as directed by Engineer. 22 Drilling suitable holes in reinforced cement concrete / plain cement concrete beam / floor with power driven drill machine to a depth up to 300 mm to introduce and grout bed bolts in position using Lokfix S anchor grout of Fosroc make excluding cost of bed bolts etc.., all complete as per drawings, specifications and as directed by Engineer. 23 Demolishing / chipping brick workin cement mortar manually/by mechanical means to make pockets of required size and disposal of unserviceable material within 500 meters lead includingscaffoldingetc., all complete at all levels as per drawings, specifications and as directed by the Engineer. 24 Providing and fixing double scaffolding system (cup lock type) on the exterior side of building / structure, up to 12 metres above ground / floor level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40 mm dia M.S. tube, placed 1.5 m centre to centre, horizontal & vertical tubes joint 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 execution of indented works for required duration as approved 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. 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 of subject work irrespective of duration of scaffolding.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Tamil Nadu View Result →
17.
Public Administrative Department #9346947 Technical Bid
Tender For Annual maintenance Works As Per Requirement Of Talegaon Dabhade Municiple Council Tal Maval Dist Pune-Fixing chainage Stone/ Appex stones. Trial pit in earth soil upto depth 1.5 M Trial pit in earth soil upto depth 3.00 M Trial pit in H.M. upto depth 1.50 M Trial pit in H.M. upto depth 3.00 M Trial pit in H.M.B. upto depth 1.50 M Trial pit in H.M.B. upto depth 3.00 M Fixing survey pegs in soil . Reconnaissance survey of alignment in plain without chaining. Reconnaissance survey of alignment in plain with chaining. hilly road without chaining. Reconnaissance survey of in hilly road with chaining. Detailed survey in plain with cross section . Detailed survey of partly earthwork with cross section . Detailed survey in hilly area with cross section . Detailed survey utilizing existing cart track with cross section . Providing & Fixing wooden survey pegs. Catchment area traverse survey of minor stream. Cutting down branches for Motorable road. Planetable survey for Buildings upto 1 Acre. Preparation of Plane table survey for Buildings above 1 Acre. Reconnaissance survey with L and X section at 30 M. Preparation of Plans and Estimates of road. Survey of C.D. works. Survey of raised causeway . Detailed plans and estimates of Raise causeway . Survey of stream having catchment upto 1 sq. mile . Survey of stream having catchment upto 1 to 5 sq. mile . Reconnaissance survey for approaches to the bridge. Fly levelling . Detailed survey of approaches. Longitudinal section of streams. Demarcation of (ROW). Preparation of L.A. Proposal of New Alignment. Preparation of L.A. Proposal of Existing Alignment. Total station Survey in Plain Terrain for New alignment . Total station Survey in Plain Terrain for existing alignment. Trial bores in Quartzite rock with diamond drill with Nx Bit. Trial bores in Quartzite rock with diamond drill with Ax Bit. Trial bores in other rock with diamond drill. Providing tun tappa core boxes . Temporary platform upto 1 m of standing water . Temporary platform to the depth of standing water 1 m to 2 m. Temporary platform to the depth of standing water above 2 m Temporary platform for inspection using 4 M.S. empty barrels. Conveying the boring machine. Shifting boring plant and reinstalling. Inspection logging Report by core recovery. Providing detailed Geological report Preparing land plans for Private / Forest Auto CAD Preparation of Index/Key/ Widening Scheme Plan with Auto CAD Survey of C.D. works including L/S of Road Design of Major Junctions Design of Minor Junctions Preparation of Flyover GAD Plan Preparation of Feasibility Report Preparation of Auto CAD drawing with colour print of A0 size. Preparation of Auto CAD drawing with colour print of A-1 size. Preparation of Auto CAD drawing with colour print of A-2 size. Providing colour print of A-0 size. Providing colour print of A-1 size. Providing colour print of A-2 size. Providing colour print of A-3 size. and DVR System Extra charges for every additional lane. Providing of Jeep/vehicle for conveying surey material, Engineers, labours etc. complete. Cutting down trees girths above 30 cm. to 60 cm. Cutting down trees with girths above 60 cm. to 90 cm. Cutting down trees with girths above 90 cm. to 180 cm. Cutting down trees with girths above 180 cm. to 270 cm. Cutting down trees with girths above 270 cm. to 450 cm. Cutting down trees with girths above 450 cm. Clearing grass and removal of rubbish. Clearing road land including uprooting grass, bushes and trees girth up to 300 mm & disposal upto 1000 M. Ex. for roadway in soil by Manual Means. (With Prior Permission of S.E. only). Ex. for roadway in soil. Ex. for roadway in H.M. Ex. for roadway in S.R. Ex. for roadway in H.R. by controlled blasting Ex.roadway in H.R. by wedging and chiselling Ex. for gutter in soil. Ex. for gutter in H.M. Preparing embankment to 97% S.P.D. for a lead of 300 to 500 m. Providing earthwork Departmental Land. Providing earthwork from Other sources. Supplying Hard Murum H.M.Sidewidth Supplying/ Spreading/ Compaction etc. Complete. Supplying Soft Murum Spreading H.M./S.M. Compacting H.M.side width with Vibratory Roller. Picking W.B.M.surface. Picking B.T.Surface. Dry rubble stone pitching. Lime Treated Soil for Sub- Base. Cement Treated Soil Sub Base. Lime Stabilisation for Improving Subgrade .By Mechanical Means. Construction of embankment with Flyash. G.S.B. with Gr.I close graded Material by Plant Mix Method. G.S.B. with Gr.II close graded Material by Plant Mix Method. G.S.B. with Gr.II close graded Material by Mix in Place Method. G.S.B. with Gr.III close graded Material by Mix in Place Method. Lime, Fly ash stabalised soil sub-base Cement Treated Crushed Rock.For Subbase. Cement Treated Crushed Rock.For Base Course. Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means Dismantling of Flexible Pavements of Bituminous courses. Dismantling of cement concrete pavement by mechanical means Making 50 mm x 25 mm Furrows Making 50 mm x 50 mm Furrows W.B.M. with Grading-I.Using Screening Type-B. W.B.M. with Grading-II.Using Screening Type-B. Crushed Cement Concrete Sub-base / Base Penetration Coat Over Crushed Cement Concrete Base Wet Mix Macadam Crusher Run Macadam Base By Mix in Place Method 53 mm. Crusher Run Macadam Base By Mix in Place Method 45 mm. Crusher Run Macadam Base By Mix in Plant Method 53 mm. Crusher Run Macadam Base By Mix in Plant Method 45 mm. Dismantling B.T. Surface by cold milling. Tack Coat B.T. using Bitumen VG-30 3.00 Kg /10 Sq.m Tack Coat on Granular surface with primer using Bitumen VG-30 at 2.75 Kg /10 Sq.m Tack coat on Concrete at 3.25 Kg /10 Sq.m. Tack coat with Emulsion 0.20 kg per sqm on BT. 75 mm M.P.M. on W.B.M. with 70% Hand Broken Metal. 75 mm M.P.M. on W.B.M. with 100% crusher broken metal. 75 mm M.P.M. on B.T. with 70% Hand Broken Metal. 75 mm M.P.M. on B.T. with 100% crusher broken metal. 50 mm M.P.M. on W.B.M. with 70% Hand Broken Metal. 50 mm M.P.M. on W.B.M. with 100% 50 mm M.P.M. on B.T. with 100% crusher broken metal. B.U.S.G. 75 mm with Bitumen VG-30 B.M. Gr-1 with Batch Mix SCADA with 3.3% Bitumen VG-30. B.M. Gr-1 3.3% PLC Drum Mix SCADA, VTS, Sensor Paver with VG 30. D.B.M. Gr-1 SCADA Batch Mix with VG-30 and Stone Dust Filler. D.B.M. Gr-1 PLC Drum Mix SCADA, VTS, Sensor Paver with VG 30. B.C. Gr-1 with SCADA and Batch Mix with 5.2% Bitumen VG-30 and Stone dust Filler. B.C. Gr-1 Drum Mix SCADA, VTS, Sensor Paverwith 5.4% VG 30. Type A seal coat using Bitumen VG- 30 Type B Batch Mix seal coat using Bitumen VG-30 Surface Dressing with 19 mm chipping and Bitumen VG-30. Open Graded Carpet over B.T. with Drum Mix SCADA and Vibratory Roller. Non SCADA Open Graded Carpet over B.T. with Drum Mix and Vibratory Roller. Open Graded Carpet over M.P.M. with Drum Mix SCADA and Vibratory Roller. Non SCADA Open Graded Carpet over M.P.M. with Drum Mix and Vibratory Roller. Type-A Premix Seal Coat, 9 mm. thick, using VG-30 bitumen. M-30 PCC Concrete Road With Batch Mix Plant with Paver. M-35 PCC Concrete Road With Batch Mix Plant with Paver. M-40 PCC Concrete Road With Batch Mix Plant with Paver. M-30 PCC Concrete Road With Batch Mix Plant without Paver. M-35 PCC Concrete Road With Batch Mix Plant without Paver. M-40 PCC Concrete Road With Batch Mix Plant without Paver. M-30 PCC Concrete Road With Fly Ash and Batch Mix Plant with Paver. M-35 PCC Concrete Road With Batch Mix Plant Fly Ash and with Paver. M-40 PCC Concrete Road With Batch Mix Plant Fly Ash and with Paver. M-30 PCC Concrete Road With Fly Ash and Batch Mix Plant without Paver. M-35 PCC Concrete Road With Batch Mix Plant Fly Ash and without Paver. Providing and fixing 12 mm dia. HYSD tie bars. Cutting transverse contraction joints. Providing polysuphide sealent to contraction joints. Providing and laying 125 micron LDPE sheet Paving Blocks 80 mm thick M-40. Paving Blocks 100 mm thick M-40. M-30 Tremix Concrete 200 mm thick With VSI Sand. Refilling with bitumen. M-30 Tremix Concrete 200 mm thick with VSI sand. Refilling with Polysulfide Sealent. Trap Guard Stone fixing in 1:4:8 Trap Guard stone fixing in ground . M15 R.C.C. guard stone in C.C. 1:4:8 200 m. stone Ordinary Km. Stone. 5th Km. Stone Dismantling 5th Kilometre Stone . Dismantling Ordinary Kilometre Stone Dismantling Hectometre stone. Painting 200 M stone Painting ordinary KM stone Painting span,location on masonry works Painting letters upto 20 cm height Painting and numbering trees colouring trees in red and white bands Painting Lines, Dashes over 10 cm width on New Work. Painting Lines, Dashes upto 10 cm width on New Work. Painting Lines, Dashes over 10 cm width on Old Work. Painting Lines, Dashes upto 10 cm width on Old Work. Supplying and Fixing Cats Eye. Providing and Fixing of Median Marker. Reflective Fluorscent tape on Old Sign Board Road Marking with Hot Applied Thermoplastic Compound. Providing and applying Cold Plastic Paint. Aluminum backed flexible prismatic AFP) sheeting. Providing and Fixing Vertical Delineator. Road Delineators 80 to 100 cm. high. Steel pipe delineators of 10 cm. in dia. and height of 130 cm. Solar powered LED Raised Pavement Markers. Precast Reflective Delinators Fixing cautionary sign boards Supplying M.S. Angle iron post of size 65 mm x 65 mm x 6 mm Supplying M.S. Angle iron post of size 50 mm x 50 mm x 5 mm Supplying M.S. Angle iron frame for informatory sign boards of size 35 mm x 35 mm x 3 mm Constructing Information Pillar of Brick Masonry in Non B.C. Soil Constructing Information Pillar of Brick Masonry in B.C. Soil Sign boards in Circular shape of 600 mm. dia. with 1.5 mm Aluminum sheet of Class B. Sign boards in Circular shape of 750 mm. dia. with 2 mm Aluminum sheet of Class B. Sign boards in Circular shape of 900 mm. dia. with 2 mm Aluminum sheet of Class B. Sign boards in Circular shape of 1200 mm. dia. with 2 mm Aluminum sheet of Class B. Sign boards in Circular shape of 600 mm. dia. with 3 mm (ACM) of Class B. Sign boards in Circular shape of 750 mm. dia. with 4 mm (ACM) of Class B. Sign boards in Circular shape of 900 mm. dia. with 4 mm (ACM) of Class B. Sign boards in Circular shape of 1200 mm. dia. with 4 mm (ACM) of Class B. Sign boards in Circular shape of 600 mm. dia. with 1.5 mm Aluminum sheet of Class C. Sign boards in Circular shape of 600 mm. dia. with 3 mm (ACM) of Class C. Sign boards in Circular shape of 750 mm. dia. with 2 mm Aluminum sheet of Sign boards in Circular shape of 1200 mm. dia. with 2 mm Aluminum sheet of Class C. Sign boards in Circular shape of 1200 mm. dia. with 4 mm (ACM) of Class C. 600 mm Triangular Board of 1.5 mm aluminium sheet of Class B. 600 mm.Triangular Boards of 3 mm ACM) of Class B. 750 mm Triangular Board of 2 mm aluminium sheet of Class B. 700 mm.Triangular Boards of 4 mm ACM) of Class B. 900 mm Triangular Board of 2 mm aluminium sheet of Class B. 900 mm.Triangular Boards of 4 mm ACM) of Class B. 1200 mm Triangular Board of 2 mm aluminium sheet of Class B. 1200 mm.Triangular Boards of 4 mm ACM) of Class B. 600 mm Triangular Board of 1.5 mm aluminium sheet of Class C. 600 mm.Triangular Boards of 3 mm ACM) of Class C. 750 mm Triangular Board of 2 mm aluminium sheet of Class C. 750 mm.Triangular Boards of 4 mm ACM) of Class C. 900 mm Triangular Board of 2 mm aluminium sheet of Class C. 900 mm.Triangular Boards of 4 mm ACM) of Class C. 1200 mm Triangular Board of 2 mm aluminium sheet of Class C. 1200 mm.Triangular Boards of 4 mm ACM) of Class C. 750 mm Octagonal Board of 2 mm 750 mm Octagonal Board of 4 mm (ACM) of Class C. 900 mm Octagonal Board of 2 mm aluminium sheet of Class C. 900 mm Octagonal Board of 4 mm (ACM) of Class C. Informatory Sign Board of area less than 0.9 sqm. of 2 mm aluminium sheet of Class B. Informatory Sign Board of area less than 0.9 sqm. of 4 mm (ACM) of Class B. Informatory Sign Board of area less than 0.9 sqm. of 2 mm aluminium sheet of Class C. Informatory Sign Board of area less than 0.9 sqm. of 4 mm (ACM) of Class C. Informatory Sign Board of area more than 0.9 sqm. of 2 mm aluminium sheet of Class B. Informatory Sign Board of area more than 0.9 sqm. of 4 mm (ACM) of Class B. Informatory Sign Board of area more than 0.9 sqm. of 2 mm aluminium sheet of Class C. Informatory Sign Board of area more than 0.9 sqm. of 4 mm (ACM) of Class C. Overhead Sign Board of 2 mm aluminium sheet of Class B. Overhead Sign Board of 4 mm 4 mm (ACM) of Class B. Overhead Sign Board of 2 mm aluminium sheet of Class C. Overhead Sign Board of 4 mm (ACM) of Class C. Work Information Bord 1.20 m x 0.90 m of M.S. sheet. M-15 RCC Pedestal of size 0.75 x 0.75 x 0.20 m for KM. Stone. M.S.sheet. Road Junction/ Information sign Board of size 1.80 x 0.90 M. of 16 guage Aluminium sheet. Road Junction/ Information sign Board of size 1.80 x 0.90 M. of 3 mm Aluminum Composite Panel. Road Junction/ Information sign Board of size 1.80 x 1.20 M. of 16 guage M.S.sheet. Road Junction/ Information sign Board of size 1.80 x 1.20 M. of 16 guage Aluminium sheet. Road Junction/ Information sign Board of size 1.80 x 1.20 M. of 3 mm Aluminum Composite Panel. Road Junction/ Information sign Board of size 0.9 x 0.6 M. of 16 guage M.S.sheet. Road Junction/ Information sign Board of size 0.90 x 0.60 M. of 14 guage Aluminium sheet. Road Junction/ Information sign Board of size 0.90 x 0.60 M. of 3 mm Aluminum Composite Panel. Road Junction/ Information sign Board of size 0.60 x 0.8 M. of 14 guage M.S.sheet. Road Junction/ Information sign Board of size 0.60 x 0.8 M. of 14 guage Aluminium sheet. Road Junction/ Information sign Board of size 0.60 x 0.8 M. of 3 mm Aluminum Composite Panel. N.H./ S.H. Route Marker 60 cm x 45 cm on 16 gauge M.S. sheet. N.H./ S.H. Route Marker 60 cm x 45 cm on 16 gauge Aluminium sheet. Road Junction/ Information sign Board of size 1.20 x 0.90 M. of 16 guage M.S.sheet. Road Junction/ Information sign Board of size 1.20 x 0.90 M. of 16 guage M-20 Semi Barrier type Kerb without gutter. M-20 Mountable type Kerb without gutter. M-20 Barrier type Kerb with gutter. M-20 Semi Barrier type Kerb with gutter. M-20 Mountable type Kerb with gutter. Guard Railing Type ‘C’ with 3 rows of 50 mm dia. G.I. pipe. Guard Railing Type ‘C’ with 3 rows of 40 mm dia. G.I. pipe. Guard Railing Type Drg. 15 of 1 M height. Guard Railing Type Drg. 6 of 1 M height in 25 mm M.S. square bars. Design of overlay for existing B.T.surface testing by Benkelman Beam method Carrying out Roughness Index test for single lane Carrying out Roughness Index test for 1.5/ 2 lane. Carryingout Roughness Index test for each additional lane. subgrade. Geotextile Type-III on the prepared subgrade. Fibre Glass Geogrid 50 KN/m to Asphalt overlay pavements. Fibre Glass Geogrid 100 KN/m to Asphalt overlay pavements. Gabion Structure 1 M High. Gabion Structure 0.5 M High. Non Woven Geotextile Type-III Non Woven Geotextile Type-II Removal of telephone/ Electric poles. Footpaths/ Separators with G.S.B. and M-15 concrete. W: Metal Beam Crash Barrier Type A. THRIE:Metal Beam Crash Barrier Type B. Flexible wire rope safety barrier. Anti-Glare Devices in Median with 25 M-30 RCC crash barrier. Labour for patch repairs with premix asphalt chips. Labour for metal patch repairs. Restoration of rain cuts. Filling Shoulders. Stripping Shoulders. Repair to Pot Holes with 75 mm B.M. Patch Repair with 20 mm Premix Carpet and seal coat. Repair to Pot Holes with 20 mm Premix Carpet and seal coat. Maintenance of Gravel Road. Rectification to old WBM surface by Pick and Roll method. Maintenance of W.B.M. road The maintenance of Drains. Cutting of branches of tree. Trimming of Shrubs from shoulders/ berms. Maintenance of Guard/ Boundry stones. Repair of Steel Railing. Repair of R.C.C. Railing. Removal refixing of Collapsible Railing. White washing/ Geru painting to Parapet Walls/ Tree Trunks. Dressing/ Scrapping Road Side Shoulders by JCB/ DOUZER. PST based Insstapattch ready mix compound for repair potholes. Micro seal surfacing 10 mm thick with 11.00 kg/10 Sqm. bulk bitumen. Micro seal surfacing 10 mm thick with 9.50 kg/10 Sqm. bulk bitumen. Shoulder drain of trap rubble of 0.45 x 0.45 m. Pressure Sensitive Technology (PST) watering system tree guard-insertion of sapling in self watering tree guard . Providing 50 mm thick Full grout bituminous treatment. Providing 50 milimetre thick Semi Grout Bituminous Treatment. 75 mm M.P.M. on B.T. with 70% Hand Broken Metal. 50 mm M.P.M. on B.T. with 70% Hand Broken Metal. Labour for filling potholes with metal & bitumen. Labour for filling potholes with metal & grit. Supplying Bulk Bitumen of VG-30 (60/70) grade Supplying Fire wood. Hire Charges of Roller. Heating Charges of Bitumen. Supplying 40 mm. crushed metal. Supplying 13.2 mm to 10 mm crushed metal. Supplying 6 mm crushed metal. Engaging JCB for removing road side trees, branches, land slide materials. Engaging labour for conveying trees, branches, land slide materials. Engaging tractor with trailers for P.C.C M-10 in foundation. With Crushed Sand P.C.C 1:4:8 in foundation. With Natural/ VSI Sand Non SCADA P.C.C 1:4:8 in foundation. With Natural Sand Rubble stone paving 15 cm. thick in cement mortor 1:3. UCR in C.M.1:5 for returns, headwals, parapet etc. NP-2 Pipe 450 mm dia. NP-2 Pipe 600 mm dia. NP-2 Pipe 800 mm dia. NP-2 Pipe 900 mm dia. NP-2 Pipe 1000 mm dia. NP-2 Pipe 1200 mm dia. NP-3 Pipe 600 mm dia. NP-3 Pipe 800 mm dia. NP-3 Pipe 900 mm dia. NP-3 Pipe 1000 mm dia. NP-3 Pipe 1200 mm dia. NP-4 Pipe 900 mm dia. NP-4 Pipe 1000 mm dia. NP-4 Pipe 1200 mm dia. M-15 for Head Wall With Natural Sand. Non SCADA M-15 for Head Wall With Natural Sand. M-20 for Head Wall With Natural / VSI Sand. Non SCADA M-20 for Head Wall With Natural/ VSI Sand. M-15 for coping to head walls with Natural Sand M-20 for coping to head walls with Natural/ VSI Sand Ex. for foundation of bridge in soil by Manual Means. Ex. for foundation of bridge in soil by Mechanical Means. Ex. for foundation of bridge in H.M. Ex. for foundation of bridge in H.M.B. Ex. for foundation of bridge in S.R. Ex. for foundation of bridge in H.R. Upto 1.50 m lift. Ex. for foundation of bridge in H.R. by Controlled Blasting. Ex. for foundation of bridge in H.R. by chiselled and wedged or line drilled. Ex. for foundation for bridge in laterite rock. to 9.0 BHP Pump . Dewatering on BHP basis by using 10.0 to 19.0 BHP Pump. M-10 cement concrete in foundation With Natural/ Artifical Sand. Non SCADA M-10 cement concrete in foundation With Natural/ Artifical Sand. M15 Bed Block in foundation with Natural/ Artifical Sand. Non SCADA M15 Bed Block in foundation With with V.S.I. Sand. UCR in C.M. 1:5 for foundation of piers, abutments. steel curbs for wells. M-10 in the hollow of the steel curbs with Natural Sand. Mild steel cutting edges for well curbs. M-20 in well steining with V.S.I. Sand. M-25 R.C.C. in well steining with Natural/ Artifical Sand. M-20 in well steining with V.S.I. Sand. M-25 in well steining with Natural/ artifical Sand. Sinking of wells of dia. 7 to 8 M Sinking of wells of dia. 8 to 9 M Sinking of wells of dia. 9 to 10 M Extra charges for sinking of well in H.R. by chiselling in water. Steel anchor dowels of 32 mm dia. and of 4.0 M length. Steel anchor dowels through Steining of the wells. M-15 for the bottom plugs of wells with V.S.I. Sand. M-15 for the bottom plugs of wells under water with Natural/ artifical Sand. M-15 for Cut off Walls/ Curtain Walls. With Natural/ artifical Sand. M-20 for Cut off Walls/ Curtain Walls. With V.S.I. Sand. M-25 for Cut off Walls/ Curtain Walls. With Natural/ artifical Sand. Temporary Island 16 m dia. for 8 m dia. well. For depth of water 1.0 m and height of island to be 1.25 m. Temporary Island 16 m dia. for 8 m dia. well. For depth of water 4.0 m and height of island 4.5 m. Temporary Island 12 m dia. for 6 m dia. well. For depth of water 1.0 m and Filter media with granular materials behind Abutment/ Return. Providing and Fixing Neoprene Bearing. Tar paper Bearing. Cast Steel Rocker Bearing. Forged Steel Rocker Bearing Sliding Plate Bearing with PTFE surface sliding on stainless steel . Elastomeric Bearing. Sliding Plate Bearing with stainless steel plate sliding on stainless steel plate. POT- PTFE Bearing. TMT FE-500 steel bars for R.C.C. Bridge works. Joining 25 mm dia. Steel bars by bottle nuts. Joining 32 mm dia. steel bars by bottle nuts. Welding 25 to 32 mm dia. Steel bars. Welding 25 to 32 mm and above dia. Steel bars. Prestressing the high tensile strands. with VSI Sand. M-20 for R.C.C. For Girders with VSI Sand. M-25 in Main /Cross Girders, with Natural/ VSI Sand. M-30 in Main/ Cross Girders with VSI Sand. M.S. plate expansion joint. Copper plate expansion joint. Expansion joint with 25 mm thick bituminous pad. 1:4:8 for haunch filling With Natural/ VSI Sand. Rubble filling over haunches and arches. M-20 wearing course 8 cm thick, with VSI Sand. Vent holes 100 mm dia.of G.I. pipe. M-20 R.C.C for ballast walls and kerbs, With VSI Sand. M-20 R.C.C for Box returns, With VSI Sand. M-20 R.C.C for of Box Cell, With G.I. Water Spouts. 6 mm thick Mastic Asphalt Wearing Course. 12 mm thick Mastic Asphalt Wearing Course. Precast R.C.C. Railing of M-30 Grade. Cast in situ R.C.C. Railing of M-30 Grade. M-15 Leveling Course below Approach Slab. M-30 R.C.C. Approach Slab. Precast Pretensioned Concrete Girders. Cement Paint to unplastered Concrete Surface. Burried Expansion Joint. Filler joint with fibre board in Expansion Joint. Filling joint with sealing compound of bitumen and sand. Asphaltic Plug Joint. Boulders Apron on river bed for protection. Boulder Apron Laid in Wire Crates. Apron with Cement Concrete Blocks. Pitching on slopes with stone. Pitching on slopes with C.C. Blocks. Filter material underneath pitching in slopes. Geotextile Filter between Pitching and Embankment slopes. Rubble Stone Flooring laid in C.M.1:3. Concrete Blocks of M-15 grade for flooring. Dry Rubble Flooring at C.D.works. Curtain Wall complete with Stone masonry in C.M. 1:3. Flexible Apron with loose stone boulders. Gabian Structure for Retaining Earth . M-30 Wearing Coat with batch mix including reinforcement. M-30 Approach Slab with batch mix excluding reinforcement. Metal Mat 0.90 m thick. M -35 for R.C.C. in solid/ deck slab. with VSI Sand. M-40 for R.C.C. in solid/ deck slab. with VSI Sand. M-35 in Main/ Cross Girders with VSI Sand. M-40 in Main/ Cross Girders with VSI Sand. M-30 R.C.C. cast in situ 450 mm diameter bored piles. Excavation of foundation in Marshy Soil by Mechanical Means. M-30 R.C.C. cast in situ 475 mm diameter bored piles. M-15 Annular Filling for Footing in Rock. M-30 R.C.C. cast in situ 500 mm diameter bored piles. Filling Sand in Foundation Trenches. diameter bored piles. Random Rubble Masonry M-30 R.C.C. cast in situ 600 mm diameter bored piles. M-15 levelling course below the pile cap. M-30 R.C.C. cast in situ 625 mm diameter bored piles. First class Brick Masonry For 1:3 in substructure. M-30 R.C.C. cast in situ 650 mm diameter bored piles. M-30 R.C.C. cast in situ 750 mm diameter bored piles. M-30 R.C.C. cast in situ 800 mm diameter bored piles. M-30 R.C.C. 825 mm dia. bored piles with natural/VSI sand. M-30 R.C.C. 900 mm dia. bored piles with natural/VSI sand. M-30 R.C.C. 975 mm dia. bored piles with natural/VSI sand. M-30 R.C.C. 1000 mm dia. bored piles with natural/VSI sand. M-30 R.C.C. 1050 mm dia. bored M-30 R.C.C. 1500 mm dia. bored piles with natural/VSI sand. M-35 R.C.C. 450 mm dia. bored piles with natural/VSI sand. M-35 R.C.C. 475 mm dia. bored piles with natural/VSI sand. M-35 R.C.C. 500 mm dia. bored piles with natural/VSI sand. M-35 R.C.C. 525 mm dia. bored piles with natural/VSI sand. M-35 R.C.C. 550 mm dia. bored piles with natural/VSI sand. M-35 R.C.C. 600 mm dia. bored piles with natural/VSI sand. M-35 R.C.C. 625 mm dia. bored piles with natural/VSI sand. M-35 R.C.C. 650 mm dia. bored piles with natural/VSI sand. M-35 R.C.C. 750 mm dia. bored piles with natural/VSI sand. M-35 R.C.C. 800 mm dia. bored piles with natural/VSI sand. M-35 R.C.C. 825 mm dia. bored piles with natural/VSI sand. M-35 R.C.C. 900 mm dia. bored piles with natural/VSI sand. M-35 R.C.C. 975 mm dia. bored piles piles with natural/VSI sand. M-35 R.C.C. 1200 mm dia. bored piles with natural/VSI sand. M-35 R.C.C. 1500 mm dia. bored piles with natural/VSI sand. M.S. liner 6 mm thick with 12 mm thick M.S. cutting edge of 0.5 metre length. M-40 R.C.C. 450 mm dia. bored piles with natural/VSI sand. M-40 R.C.C. 475 mm dia. bored piles with natural/VSI sand. M-40 R.C.C. 500 mm dia. bored piles with natural/VSI sand. M-40 R.C.C. 525 mm dia. bored piles with natural/VSI sand. M-40 R.C.C. 550 mm dia. bored piles with natural/VSI sand. M-40 R.C.C. 600 mm dia. bored piles with natural/VSI sand. M-40 R.C.C. 625 mm dia. bored piles with natural/VSI sand. M-40 R.C.C. 650 mm dia. bored piles with natural/VSI sand. M-40 R.C.C. 750 mm dia. bored piles with natural/VSI sand. M-40 R.C.C. 800 mm dia. bored piles piles with natural/VSI sand. M-40 R.C.C. 1000 mm dia. bored piles with natural/VSI sand. M-40 R.C.C. 1050 mm dia. bored piles with natural/VSI sand. M-40 R.C.C. 1100 mm dia. bored piles with natural/VSI sand. M-40 R.C.C. 1200 mm dia. bored piles with natural/VSI sand. M-40 R.C.C. 1500 mm dia. bored piles with natural/VSI sand. Epoxy grout by sand blasting (Rate per Kg.). Repairing of honey combed area. Polymer cement slurry. Repairs to expansion joints by removing rich mix cement concrete. Batch Mix Jacketting the Piers in M- 35 with natural sand. Epoxy grout to slab girder (Rate per No.) Extra for Chiselling in hard rocks, with Concrete Mixer 550 mm dia. Extra for Chiselling in hard rocks, with Concrete Mixer 650 mm dia. be 4.50 m. Sinking of 5 m dia. well in hard strata for depth 0 to 5 M. Sinking of 6 m dia. well in hard strata for depth 0 to 5 M. Sinking of 7 m dia. well in hard strata for depth 0 to 5 M. Sinking of 8 m dia. well in hard strata for depth 0 to 5 M. Sinking of 9 m dia. well in hard strata for depth 0 to 5 M. Sinking of 10 m dia. well in hard strata for depth 0 to 5 M. One span Service Road 10 m wide to reach island location. M-20 for R.C.C. well curbs with VSI Sand. M-25 for R.C.C. well curbs with VSI Sand. M-30 for R.C.C. well curbs with VSI Sand. M-35 for R.C.C. well curbs with VSI Sand. M-20 for Intermediate Plug with VSI Sand. M-25 for Intermediate Plug with VSI Sand. M-30 for Intermediate Plug with VSI Sand. M-25 for Top Plug with VSI Sand. M-30 for Top Plug with VSI Sand. M-25 for RCC Well Caps with VSI Sand. M-30 for RCC Well Caps with VSI Sand. M-35 for RCC Well Caps with VSI M-30 for RCC Foundation with VSI Sand. M-35 for RCC Foundation with VSI Sand. M-20 for RCC Raft with VSI Sand. M-25 for RCC Raft with VSI Sand. M-30 for RCC Raft with VSI Sand. M-35 for RCC Raft with VSI Sand. Pressure relief pipes of 100 mm dia. of AC / PVC for R.C.C Raft/ Returns/ Abutments/ Wing walls. Weep Holes of 100 mm dia. A.C./ P.V.C. pipes. Non SCADA M- 15 for Piers, Abutments, Returns with V.S.I. Sand. Non SCADA M-20 for Piers, Abutments, Returns with V.S.I. Sand. Non SCADA M-25 for Piers, Abutments, Returns with V.S.I. Sand. Non SCADA M-30 for Piers, Abutments, Returns with V.S.I. Sand. Non SCADA M-35 for Piers, Abutments, Returns with V.S.I. Sand. Batch Mix M-20 for Piers, Abutments, Returns with V.S.I. Sand. Batch Mix M-25 for Piers, Abutments, Returns with V.S.I. Sand. Batch Mix M-30 for Piers, Abutments, Returns with V.S.I. Sand. Batch Mix M-35 for Piers, Abutments, Returns with V.S.I. Sand. M-20 for R.C.C. Solid Piers/ Columns with V.S.I. Sand. M-25 for R.C.C. Solid Piers/ Columns with V.S.I. Sand. Non SCADA M- 25 for R.C.C. Caps with V.S.I. Sand. Non SCADA M- 30 for R.C.C. Caps with V.S.I. Sand. Non SCADA M- 35 for R.C.C. Caps with V.S.I. Sand. Providing Cage Unit, with 12 m dia. for 6 m well. For depth of water 5.0 M. Providing Cage Unit, with 12 m dia. for 6 m well. For depth of water 10.0 M. M-20 R.C.C. Concrete Block below Bearing. M-25 R.C.C. Concrete Block below Bearing. M-30 R.C.C. Concrete Block below Bearing. M-35 R.C.C. Concrete Block below Bearing. M-40 R.C.C. Concrete Block below Bearing. M-45 R.C.C. Concrete Block below Bearing. M-50 R.C.C. Concrete Block below Bearing. HCRM/ CRS steel bars for R.C.C. Bridge works. Chipping & Dressing of R.C.C. Piles. Supply of Structural steel conforming to Fe- 410 B Extra for working under running traffic for Structural steel Fe- 410-B. Metalizing of steel work of girder with grit blasting. Providing Sacrificial Shuttering for Deck Slab. Barricading with the help of Portable Fencing along the running track. Load Testing of spans of bridge for M-30 Socket Blocks for assembly of Arch Strip. BR M-40 Socket Blocks for assembly of Arch Strip. BR M-50 Socket Blocks for assembly of Arch Strip. BR M-50 screed concrete over Arch Strip. BR Lifting of Precast Arch Units and Sockets. BR Providing and fabricating structural steel work for Sakav. Bridge Maintenance New Providing Epoxy Mortor with quartz sand with proportion epoxy concrete sand 1:6 for repairs to the cracked Pier Girder. Bridge MaintenanceNew Item Providing and laying epoxy concrete. Bridge Maintenance New Providing and applying epoxy paint primer Bridge Maintenance New Making and working inside steel cages for crocodile. Bridge Maintenance New Underwater inspection Before rectification work. Bridge Maintenance New Underwater inspection After rectification work. Bridge Maintenance New Underwater Surface Preparation. Bridge Underwater Crack Sealing/Filling using underwater Epoxy mortar. Underwater Providing /Fixing the Nozzle for high pressure underwater epoxy grout. Grouting with Water Insensitive Underwater Epoxy Grout Base and hardener. Providing fixing of dowel rod of 16 mm diameter in the river bed. Providing fixing of shear links of 12 mm dia in the periphery of the well. Providing Filling of concrete encasing of grade M-35 around the periphery of the pier. Surface Preparation of the Cracked surface. Crack Groove Cutting using hand held electrically operated concrete cutting machine. Crack Sealing/Filling using epoxy mortar. Providing and fixing of 12 mm nozzle in the crack portion @ 500 c/c. Providing Boulder to the cavity area of 75-200mm in size. Providing filling of Micro-concret. Providing Grounting of nozzles with Low Viscosity Epoxy grout. Drilling 32 mm dia hole and upto depth of 400 mm and grounting with epoxy resin of reinforcement steel of 25 mm dia. Re-casting of bracket with microconcrete Providing and fixing of 100 mm x 1.4 mm carbon laminate with adhesive. Providing and Applying prestressing to the laminate with hydraulic system. Providing and Fixing of carbon fiber sheet of 430 GSM with adhesive. Providing and fixing carbon fiber anchor using epoxy 50X55 system Anticorrosive treatment to exposed reinforcement in two coats. Providing & applying 2 coats of compatible Polyurethane on epoxy fiber wrapped surface. Providing & applying 20 mm thick single coat Epi-bond plaster on FRP wrap surface. Providing 10 mm dia and 150 mm long tie rod stud through corrugated GI decking sheet. Dismantling of concrete pedestal up to required height including cutting reinforcement. Dismantling of concrete pedestal up to required height using electrical breakers Providing and applying anticorrosive treatment with epoxy zinc rich primer to the exposed reinforcement. Stone work Joint Filling with epoxy mortar. Dismantelling existing damaged Drainage Water Spout and providing 100 mm diameter GI water spouts. Providing and fixing additional reinforcement to replace existing steel. Raising of folding to reach the entire surface area of bridge. upto10 m height. Erecting supports for placing the jacks, props and necessary steel structure. Providing and flooding thermoset Monomer MONOPOL for sealing micropores in deck bridge slab. Providing and laying insitu UV resistant sealer Monopol-160 into Concrete Pavement cracks. Providing and laying UV resistant sealer Monopol-160 for culverts, bridges and pavements Interpenertrating Polymer Network concrete coating system for bridges for protection against chemical and weather resistance. Epoxy Mortar EPIBOND 11 in areas of fixing cracks on PQC pavement. Volatile corrosion inhibiting wax Powrthrow HT Wax on HT LRPC Strands. Excavation for foundation in soil (Lift upto 1.50 M) by Manual Means. Excavation for foundation in soil (Lift upto 1.50 M) by Mechanical Means. Excavation for foundation in soil (Lift 1.50 M to 3.0 M) by Manual Means. Excavation for foundation in soil (Lift 1.50 M to 3.0 M) by Mechanical Excavation for foundation in H.M. (Lift 1.50 M to 3.0 M) by Mechanical Means. Excavation for foundation in H.M.B. Lift upto 1.50 M). Excavation for foundation in H.M.B. Lift 1.50 M to 3.0 M). Excavation for Foundation in S.R. (Lift upto 1.50 M). Excavation for foundation in S.R. (Lift 1.50 M to 3.0 M). Excavation for Foundation in H.R.by Blasting (Lift upto 1.50 M) Excavation for foundation in H.R. by Blasting (Lift 1.50 M to 3.0 M). Excavation for foundation in H.R. by Controlled Blasting (Lift upto 1.50 M). Excavation for foundation in H.R. by chiseling (Lift upto 1.50 M). Excavation for foundation in Laterite Rock . Antitermite treatment for bottom surface and sides of excavation. Antitermite treatment for backfill in foundation. Antitermite treatment for top surface of beams/joists. Antitermite treatment for sides of flooring. Antitermite treatmentaround the periphery of the existing building. Providing general pest control services to the building . Pest control to small size inspection chambers. Pest control to Big size inspection chambers. Removing thorney/Jungli shrub/ Kubabul Along Roadside Removing grass in building premises. Filling in plinth and floors with approved excavated materials. Filling in plinth with contractors soil. Dry Rubble Stone Soling . Filling in the foundation with Sand. Soling with 80 mm metal. M-20 RCC cast insitu Single Rim Pile, M-20 RCC cast insitu Single Rim Pile, 380 mm. Dia. M-20 RCC cast insitu Single Rim Pile, 450 mm. Dia. M-20 RCC cast insitu Single Rim Pile, 535 mm. Dia. M-20 RCC cast insitu Single Rim Pile, 600 mm. Dia. M-25 RCC cast insitu Single Rim Pile, 225 mm. Dia. M-25 RCC cast insitu Single Rim Pile, 300 mm. Dia. M-25 RCC cast insitu Single Rim Pile, 380 mm. Dia. M-25 RCC cast insitu Single Rim Pile, 450 mm. Dia. M-20 RCC cast insitu Double Rim Pile, 225 mm. Dia. M-20 RCC cast insitu Double Rim Pile, 300 mm. Dia. M-25 RCC cast insitu Double Rim Pile, 225 mm. Dia. M-25 RCC cast insitu Double Rim Pile, 300 mm. Dia. M-25 RCC cast insitu Double Rim Pile, 380 mm. Dia. M-25 RCC cast insitu Double Rim Pile, 450 mm. Dia. M-25 RCC cast insitu Double Rim Pile, 535 mm. Dia. M-25 RCC cast insitu Double Rim Pile, 600 mm. Dia. M-30 RCC cast insitu Bored Pile, 325 mm. Dia. M-30 RCC cast insitu Bored Pile, 350 mm. Dia. M-30 RCC cast insitu Bored Pile, 400 mm. Dia. M-30 RCC cast insitu Bored Pile, 425 mm. Dia. M-30 RCC cast insitu Bored Pile, 525 mm. Dia. M-30 RCC cast insitu Bored Pile, 550 mm. Dia. M-30 RCC cast insitu Bored Pile, 600 mm. Dia. M-30 RCC cast insitu Bored Pile, 625 mm. Dia. M-30 RCC cast insitu Bored Pile, 650 mm. Dia. M-30 RCC cast insitu Bored Pile, 750 mm. Dia. M-30 RCC cast insitu Bored Pile, 800 mm. Dia. M-30 RCC cast insitu Bored Pile, 825 mm. Dia. M-30 RCC cast insitu Bored Pile, 900 mm. Dia. M-30 RCC cast insitu Bored Pile, 975 mm. Dia. Chiseling through pile shells in hard strata upto 550 mm dia. Chiseling through pile shells in hard strata 750 mm dia. Chiseling through pile shells in hard strata 900 mm dia. Chiseling through pile shells in hard strata 1050 mm dia. Load Test on the pile upto 400 mm dia. Load Test on the pile 550 mm dia. Load Test on the pile 650 mm dia. Load Test on the pile 750 mm dia. Load Test on the pile 825 mm dia. Load Test on the pile 900 mm dia. Empty boring for 425 to 500 mm dia. bored R.C.C. cast in situ piles Empty boring for 525 to 600 mm dia. bored R.C.C. cast in situ piles Empty boring for 625 to 700 mm dia. bored R.C.C. cast in situ piles Empty boring for 725 to 1050 mm dia. bored R.C.C. cast in situ piles Chipping and dressing of the R.C.C. piles upto 0.60 m. Providing bentonite slurry process. M.S. liner for R.C.C. Piles upto 3.00 meter depth. M.S. liner for R.C.C. Piles upto 3.0 to 9.50 meter depth. M-20 for R.C.C. pile caps. M-25 for R.C.C. pile caps. Structural steel work with connecting plates Structural steel work with RSJ Structural steel work in Trusses. 50mm diameter. G. I. Pipe Gate with Wicket Gate. Structural Steel for Sakav Mild Steel Tubular Trusses. Gas or Electrical Welding M.S.Grill gate without frame. Sructural steel work of rectangular hollow steel section for trusses. YST 310 grade Sructural steel work of rectangular hollow steel section for trusses. Non SCADA M-10 for Foundation with Crushed Sand V.S.I. Grade M-15 for steps with SCADA with Natural/V.S.I. Sand. M-20 for Steps with SCADA with Crushed Sand V.S.I. Grade Non SCADA M-20 for Steps with Natural Sand M-15 for Bed Blocks, with SCADA with Crushed Sand V.S.I. Grade M-20 for Bed Blocks, with SCADA with Crushed Sand V.S.I. Grade M-20 for Arches, with SCADA with Crushed Sand V.S.I. Grade M-15 for sills, cornice, jambs with SCADA with Crushed Sand V.S.I. Grade M-15 for coping to plinth or parapet 20 for R.C.C. Footings with Crushed Sand V.S.I. Grade Non SCADA M-20 for R.C.C. Footings with Crushed Sand V.S.I. Grade 25 for R.C.C. Footings with Crushed Sand V.S.I. Grade 30 for R.C.C. Footings with Crushed Sand V.S.I. Grade 35 for R.C.C. Footings with Crushed Sand V.S.I. Grade M-20 for R.C.C. Columns with Crushed Sand V.S.I. Grade Non SCADA M-20 for R.C.C. Columns with Natural Sand M-25 for R.C.C. Columns with Crushed Sand V.S.I. Grade M-30 for R.C.C. Columns with Crushed Sand V.S.I. Grade M-35 for R.C.C. Columns with Crushed Sand V.S.I. Grade M-40 for R.C.C. Columns with Crushed Sand V.S.I. Grade Non SCADA M-20 for R.C.C. beams and lintels with natural/ V.S.I. sand M-25 for R.C.C. beams and lintelswith Crushed Sand V.S.I. Grade M-30 for R.C.C. beams and lintelswith Crushed Sand V.S.I. Grade M-35 for R.C.C. beams and lintelswith Crushed Sand V.S.I. Grade M-40 for R.C.C. beams and lintelswith Crushed Sand V.S.I. Grade Non SCADA M-20 for R.C.C. slabwith Crushed Sand V.S.I. Grade M-25 for R.C.C. slabwith Crushed Sand V.S.I. Grade M-30 for R.C.C. slabwith Crushed Sand V.S.I. Grade M-35 for R.C.C. slabwith Crushed Sand V.S.I. Grade M-40 for R.C.C. slabwith Crushed Sand V.S.I. Grade M-20 for R.C.C. Chajjawith Crushed Sand V.S.I. Grade M-20 for R.C.C. canopywith Crushed Sand V.S.I. Grade M-25 for R.C.C. canopywith Crushed Sand V.S.I. Grade M-20 for R.C.C. Pardiwith Crushed Sand V.S.I. Grade Non SCADA M-20 for R.C.C. Pardiwith Crushed Sand V.S.I. Grade M-25 for R.C.C. Pardi 75 mm thick, with Crushed Sand V.S.I. Grade M-20 for R.C.C. coping to plinth or parapet with Crushed Sand V.S.I. Grade M-25 for R.C.C. Waist Slab and steps,with Crushed Sand V.S.I. Grade M-20 for R.C.C. newel posts of staircase with natural / V.S.I. Sand. M-25 for R.C.C. newel posts of staircase with natural / V.S.I. Sand. M-20 for R.C.C. Arches with skew backs with natural / V.S.I. Sand. M-25 for R.C.C. Arches with skew backs with natural / V.S.I. Sand. M-25 for R.C.C. Fins with natural / V.S.I. Sand. TMT FE-500 bar reinforcement for R.C.C. Corrosion Resistant steel reinforcement for R.C.C. Anti corrosive treatment to reinforcement as per C.P.C.C. method. Providing Fusion Bonded Epoxy Coating to 8 mm. Bars. Providing Fusion Bonded Epoxy Coating to 12 mm. Bars. Providing Fusion Bonded Epoxy Coating to 16 mm. Bars. Providing Fusion Bonded Epoxy Coating to 20 mm. Bars. Providing Fusion Bonded Epoxy Coating to 25 mm. Bars. Providing Fusion Bonded Epoxy Coating to 28 mm. Bars. Precast Jali 80 mm thick M -20 for R.C.C. Rectangular Grid Beam with Slabwith Crushed Sand V.S.I. Grade M -25 for R.C.C. Rectangular Grid Beam with Slabwith Crushed Sand V.S.I. Grade M-30 for R.C.C. Rectangular Grid Beam with Slabwith Crushed Sand V.S.I. Grade M-35 for R.C.C. Rectangular Grid Beam with Slabwith Crushed Sand V.S.I. Grade Fan hook box of 2 mm thick M. S. sheet. Second class B.B. masonry in C.M.1:6 in foundations First class B.B. masonry in C.M.1:6 in Plinth. Second class B.B. Composite Masonry in C.M.1:6 Second class B.B. masonry in C.M.1:6 in Superstructure Half Brick Masonry in C.M.1:4 Burnt Brick on edge Masonry in C.M.1:3 First class B.B. masonry in C.M. 1:4 in Rectangular pillars First class B.B. masonry in C.M. 1:4 in Curved pillars Second class B.B. masonry in C.M. 1:4 in Rectangular pillars Second class B.B. masonry in C.M. 1:4 in Curved pillars Fly ash brick masonary in C.M. 1:6 for foundation and plinth. Fly ash brick masonary in C.M. 1:6 for superstructure Second class fly ash brick masonry in 1 : 4 in half brick thick wall. Autoclaved Areated Concrete block masonary U.C.R.masonary in C.M. 1:6 in superstructure. R.R.masonary second sort in C.M. 1:6 Plinth R.R.masonary second sort in C.M. 1:6 superstructure. R.R.masonary first sort in C.M. 1:6 in Plinth R.R.masonary first sort in C.M. 1:6 in superstructure. C.R.masonary second sort in C.M. 1:6 Plinth C.R.masonary second sort in C.M. 1:6 superstructure. C.R.masonary first sort in C.M. 1:6 in Plinth C.R.masonary first sort in C.M. 1:6 in superstructure. CR masonary First sort in C.M.1:6 composite masonary for pillars. Hollow Concrete Bock Masonry 100 mm thick in C.M.1:6 Hollow Concrete Bock Masonry 200 mm thick in C.M.1:6 Solid Concrete Bock Masonry in C.M.1:6 Autoclaved areated concrete block masonry in cement mortar 1:6 in foundations and plinth. Providing Autoclaved areated concrete block masonry in cement mortar 1:6 in super structure. Areated Autoclaved Cellular Block masonry in C.M. 1:6 using Fly Ash for 75 mm thick wall Providing GBP Build Fast Plus with 25 mm thick plain premoulded filler. Expansion joints for Exterior Column with 25 mm thick plain premoulded filler. Expansion joints at floor level with 25 mm thick plain premoulded filler. Expansion joints at terrace level with 25 mm thick plain premoulded filler. Expansion joints for interior columns with premoulded filler and stainless steel plate. Expansion joints for exterior columns with premoulded filler and stainless steel plate. Expansion joints at floor level with 25 mm thick plain premoulded filler and stainless steel plate.. Expansion joints at terrace level with 25 mm thick plain premoulded filler and stainless steel plate. Expansion Joints with Bituflex Close Cell Foam in double layer. Expansion Joints for Exterior Column with Bituflex Close Cell Foam in double layer. 25 mm bituminous pad for Expansion Joint in retaining/compound wall. DPC 50mm thick in M15. Bitumen over the terrace. water proofing with injection grouting . Providing cement based water proofing Removing the tar or coba and disposing off. Acrylic polymer modified cement based water proofing with two coats using Dr. Fixit. Jointless Polydee-LM for terrace waterproofing on B.B.Coba/R.C.C, Polydee-MC waterproofing inside Water Tank. Rough Shahabad Box Type Waterproofing for Basement. Rough Shahabad Box Type Waterproofing for Walls of Basement. Perforated P.V.C. Pipes of 160 mm diameter. Water based UV resistant Evercrete Tope Seal sealant etc complete. Water based Evercrete Deep Penetrating Sealer (DPS). Water proofing to sloping RCC slab with bitumen felts. Waterproofing in W.C. and bath with Brick Bat Coba. Internal cement plaster 6 mm thick in C.M. 1:4 Internal cement plaster 6mm thick in C.M. 1:4 with neeru finish Internal cement plaster 6 mm thick in C.M. 1:3 Internal cement plaster 6mm thick in C.M. 1:3 with neeru finish Internal cement plaster 12mm thick in C.M.1:5 with neeru finish Internal cement plaster 12 mm thick in C.M. 1:4 Internal cement plaster 12mm thick in C.M.1:4 with neeru finish Internal cement plaster 12 mm thick in C.M.1:3 Internal cement plaster 12mm thick in C.M.1:3 with neeru finish Internal cement plaster 20 mm. thick in C.M. 1:5 Internal cement plaster 20mm. thick in C.M. 1:5 with neeru finish Internal cement plaster 20 mm. thick in C.M. 1:4 Internal cement plaster 20 mm. thick in C.M. 1:3 Rough cast cement plaster with base coat of 12 to 15mm thick in C.M. 1:4 and rough cast treatment complete. Rough cast cement plaster with coloured cement finish etc. completed. Neeru finish to plastered surface Flush grooved pointing with C.M.1:3 for brick work Flush grooved pointing with C.M.1:3 for stone masonry. Tuck pointing with C.M.1:3 for stone masonary . Weathered pointing with C.M.1:3 for Fine Cement Finish 1.5 mm thick over green plaster Labour charges for providing groove in plaster Providing 75 mm patti on plastered surface in c.m.1:3 Providing 100 mm patti on plastered surface in c.m.1:3 Providing 150 mm patti on plastered surface in c.m.1:3 Chicken Mesh Jali (24G) at the junction. POP Plaster 6 mm thick. Aggregate plaster in granite/ marble stones. Plaster with plaster of paris to previously plastered surface. Gypsum plaster to previously plastered surface. Texture plaster with Purlina/ Rustic texture material. Removing the existing cement plaster. Two coats (2 mm.) of wall care Putty for plastered walls/ ceiling surface. Cement patta of 2.50 cm width on Rough Shahabad Flooring 25-30 mm. thick Rough Shahabad Flooring 40-45 mm. thick. Rough Shahabad Flooring 50-60 mm. thick. Polished Shahabad Stone flooring 25 to 30 mm. thick. Polished Tandur Stone flooring 25 to 30 mm thick. Polished Kotah stone flooring 25 to 30 mm thick. Handcut polished Kotah Stone flooring 30 cm. wide. Handcut polished Kotah Stone flooring 45 to 55 cm. wide. M-15 C.C. Flooring 40 mm thick with Natural sand. M-15 C.C. Flooring 40 mm thick with M-20 C.C. Flooring 40 mm. thick with Crushed Sand. M-15 C.C. Flooring 50 mm. thick with Natural sand. M-15 C.C. Flooring 50 mm. thick with Crushed Sand. M-20 C.C. Flooring 50 mm. thick with Natural sand. M-20 C.C. Flooring 50 mm. thick with Crushed Sand. Polished Shahabad for Steps. Polished Kotah for Steps. Polished Kotah for Sills. Polished Kadappa for Sills. Marble for Sills. Ceramic Tiles 30 cm x 30 cm x 8 mm for flooring. Ceramic Tiles 30 cm x 30 cm for Dado. Ceramic Tiles 30 cm x 45 cm for Dado. Ceramic Tiles 30 cm x 60 cm for Dado. Mirror Polishing to Kotah stone Flooring Mirror Polishing to Kota stone Skirting. M-20 Tremix Treatment 100 mm thick. M-30 Tremix Treatment 200 mm thick. Partition of One side Polished Black Kadappa. Partition with Both side Polished Black Kadappa. Partition with Both side polished Grannite. Partition with One side polished Grannite. Kitchen Otta with One Side Polished Kadappa. P.V.C.Flooring Vitrified Tiles with Mirror / Glossy Finish for Flooring. Vitrified Tiles with Mirror / Glossy Finish for Skirting. Vitrified Tiles with Matt Finish for Flooring. Vitrified Tiles with Matt Finish for Skirting. Vitrified Tiles with Rustic Matt Stone Finish for Flooring. Vitrified Tiles with with Rustic Matt Stone Finish for Skirting. Green Marble for Door/window Boxing. Gray Paving Blocks 60 mm thick. Gyay Paving Blocks 80 mm thick. Coloured Paving Blocks 60 mm thick. Coloured Paving Blocks 80 mm thick. Rubber Mould Glossy Paving Blocks of mm. thick using 100% crushed sand. Rubber Mould Glossy Paving Blocks of mm. thick using 100% crushed sand. Gray Paving Blocks 40 mm thick. Leather Finish Polishing to Granite. Leather Finish Polishing to Kotah/marble/shahabad/kadappa stone slab. Vitrified mirror/ glossy finish tiles on existing flooring with chemical bonding. VITRIFIED MATT FINISH tiles on a existing flooring with chemical bonding VITRIFIED STONE EFFECT FINISH tiles on a existing flooring with chemical bonding . Vitrified RUSTIC MATT STONE Chequered tiles of size 30 cm x 30 cm for flooring. Antiskid Ceramic tiles of size 30 cm x 30 cm for antiskid flooring. Granite stone of 18 to 20 mm thick for door frame/dado/window boxing etc. Polished Kotah stone flooring with plain/ diamond pattern with Mirror Polishing. Exterior grade Fibre Reinforced Heavy Duty Designer cement concrete tiles for Flooring. Exterior grade Fibre Reinforced Heavy Duty Designer cement concrete tiles for Steps and Dado. Machine polishing to cement/ marble mosaic tiled flooring. Hand polishing to dado, skirting. Wax polishing to floors and dado. Skirting or Dado of polished Kotah Stone. French Polishing on previously polished wood. French Polishing to New Wood. Varnish in one coat on previously varnished wood work. Varnish in two coats on new wood work. Malamine polish to wood work by spray machine. Applying coal tar in one coat on previously coal tarred wood surface. Applying coal tar in two coats on new wood surface. Two coats of oil paint to new wood work. One coat of oil paint to old wood work. Two coats of oil paint to old wood work. Two coats of oil paint to new structural steel work. One coat of aluminium paint to new structural steel work. Two coats of aluminium paint to new structural steel work. Two coats of synthetic enamel paint to Two coats of flat oil paint to the old structural steel work. One coat of flat oil paint to plastered surfaces. Two coats of exterior quality flat oil paint plastered surfaces. Two coats of flat oil paint plastered surfaces. Two coats of water proof cement paint to the plastered surface. Two coats of water proof cement paint to the old plastered surface. Three coats of water proof cement paint to the new plastered surface. Three coats of water proof cement paint to the old plastered surface. Removing old paint from metal surfaces. Priming coat over new wood based surfaces. One coat of seal cement primer. Pearl / Luster finish Paint to the existing plastered surface. Two coats of textured synthetic paint . Two coats of Exterior Acraylic Emulsion Paint. Two coats of exterior white weathershield paint . Providing and applying external raincoat painting. White-wash in one coat. White-wash in two coats . Colour-wash in one coat to new surface including White Wash. Colour-wash in two coats to new surface. Colour-wash in two coats to new surface including White Wash. Colour wash in one coat on old surfaces excluding White Wash. Colour wash in one coat on old surfaces including White Wash. Colour wash in two coats on old surfaces excluding White Wash. Colour wash in two coats on old Washable powder distemper in one coat including Primer Coat. Washable powder distemper in two coats. Washable powder distemper in two coats including Primer Coat. Washable oil-bound distemper in one coat . Washable oil-bound distemper in one coat including Primer Coat. Washable oil bound distemper in two coats. Washable oil bound distemper in two Plastic Emulsion Paint in two coats including Primer Coat. Plastic Emulsion Paint in three coats. Plastic emulsion paint to new surface in three coats. Cleaning of decorated wall surfaces. Providing and applying Plastic Emulsion Paint. Interior wall finish Luster of Asian/ Berger/ Nerolac/ Dulux Paints on internal wall surface. Royale Luxury Emulsion of Asian/ Berger/ Nerolac/ Dulux Paints on internal wall surface. teak wood planking 25 mm thick for flooring. teak wood planking 50 mm thick. teak wood joists and girders. Jungle wood of joists and girders. teak wood plank ceiling 20 mm thick teak wood beam/king post/queen post teak wood hand rail of 60 X 70 mm Country teak wood two way trellis work. Fixing hard wood two way trellis work. Teak plywood veneer lining 4 mm. Teak plywood veneer lining 4 mm. Teak plywood veneer lining 4 mm. teak wood eaves boards. Jungle wood eaves board. Teak Wood eaves plate. Country teak wood barge board. Jungle wood of barge board. Shutter to wall cupboard with Teak particle board. Shutter to wall cupboard consisting of Providing and fixing 3.5 to 4 mm thick Veneer finish wall Panaling. Manglore tiled roofing with class AA tiles and T.W.battens. Manglore tiled roofing with class AA tiles and country T.W.battens. Manglore tile ridge and hip tiles of class AA. Corrugated G.I.sheets of 0.63mm thickness. plain zinc sheeting of 0.80 mm thick Asbestos Cement Semi Corrugated (Big size) sheet roofing. Valley gutter 22 B.W.G. of 120 cm wide. Valley gutter 22 B.W.G. of 90 cm wide. Valley gutter 24 B.W.G. of 120cm wide. Glass tiles of Manglore type. Mangalore pattern cowl. False Ceiling of plain A.C. sheets 4mm thick. False Ceiling with aluminium sections. False Ceiling of T.W.Particle Board. False Ceiling of boards of plaster of paris. False Ceiling of 12 mm thick Accoustic Boards. False Ceiling of 15 mm thick Accoustic Boards. False Ceiling of T.W. partical board. False Ceiling of Laminated Boards. Two coats of Bitumen to roof. Resetting Mangaore tiles . Removing the tiles, battens, ,purlins,rafters and ridges etc. from roof. Removing G.I or A.C.sheet roofing including purlines, principal rafters etc.. Removing roof truss. Removing R. S. girders . T.W.battens 50 mm. x 25 mm for mangalore tile roof work. T.W.battens 25 mm. x 12 mm for Mild steel bar for anchor. Manglore tile roofing on sloping slab Providing and fixing colour coated Zincalum sheets for roofing. Providing and fixing of colour coated Zincaluminium sheets for roofing 600 mm girth (Surface Width). Providing and fixing of colour coated Zincaluminium sheets for roofing 900 mm girth (Surface Width). Providing and fixing UPVC Roof made up of 3 layers roofing material etc.complete PVC coloured Ridge tiles over UPVC False ceiling with light-weight calcium silicate tiles of spintone surface texture. Self supporting steel roofing system Proflex) for a span of 15.30 metre for Godown. Self supporting steel roofing system Proflex) for a span of 21.30 metre for Godown. Self supporting steel roofing system Proflex) for a span of 25.00 metre for Godown. Self supporting steel roofing system Proflex) for a span of 28.75 metre for Godown. Acoustical Suspended Ceiling System with ultima edge tiles. Acoustical Suspended Ceiling System G.I. Plain Metal Ceiling Acoustical Suspended Ceiling System with Dune edge tiles. Acoustical Suspended Ceiling System with Fine Fissured edge tiles. Gypsum board false ceiling with 12.5 milimetre thick Gypsum boards. Providing and fixing Modular false ceiling. Providing and fixing self supporting steel roofing system (Proflex) for a Godown made up of structural grade steel sheet of 912 mm width. C.C.T.W. Door frame. C.C.T.W. Fully Glazed openable Fanlight. C.C.T.W. fully pannelled door shutters. C.C.T.W. Single leaf pannelled shutter 25 mm thick without fanlight. C.C.T.W. Single leaf pannelled shutter 35 mm thick without fanlight. Double Leaf Panalled Door with glazed openable fanlight Shutter C.C.T.W. panelled shutters without ventilator 35 mm style &25 mm panels. Flush Door shutter in single leaf (Exterior Grade) Flush Door shutter in single leaf without ventilator. C.C.T.W.single leaf door shutter with welded mesh. Factory made single leaf Panelled C.C.T.W.Door Shutter. C.C.T.W.panelled shutters 35 mm style &19 mm panels. Fully glazed double leaf C.C.T.W. window shutter with openable fanlight. C.C.T.W. window with double leaf half glazed and half panelled shutter. C.C.T.W. windows with double leaf 25 mm thick planked shutter without ventilators. C.C.T.W.windows with double leaf 25 mm thick panelled shutter. Steel Window without ventilators with glass panels. Steel windows with C. R. C. sheet . Factory made box type steel window with glazed fanlight. Factory made box type fully glazed window Rolling Shutter without mechanical gear. Rolling Shutter with mechanical gear. Collapsible Steel Gate Partition of welded mesh of 3mmdiameter. wires 50mm x 25mm size mesh. Providing and fixing sheet glasss of 24 oz. for all size including putty. Steel ventilator fully glazed partly fixed with guard bars. M. S. grill door 24 Kg/sqm. T. W. bedding of size 40 mm x 20 mm. Steel frame of angle 50 x 50 x 6 mm size for window. Steel frame of angle 40 x 40 x 5 mm size for window. Steel Frame door of angle 50 x 50 x 6 mm. Steel Frame door of angle 40 x 40 x 5mm aluminium sliding window of two tracks with colour anodising and with box. aluminium sliding window of two tracks with powder coating with box. aluminium sliding window of two tracks with powder coating without box. aluminium sliding window of three tracks with colour anodising and with box. aluminium sliding window of three tracks with colour anodising and without box. aluminium sliding window of three tracks With powder coating with box. aluminium sliding window of three tracks with powder coating without box. Colour Anodized Aluminium four track sliding windows with outer frame. Powder Coated Aluminium four track sliding windows with outer frame. 34 mm. thick moulded door shutter. Cold Rolled Steel Hollow Door Frame. Aluminium openable window Without Powder Coating. Colour Anodized Aluminium openable window. Powder Coated Aluminium openable window. Colour Anodized Fully Glazed Aluminium Fixed Window. Fully Glazed Aluminium Fixed Window With Powder Coating. Providing and fixing in position Colour anodized Aluminium fixed window fully glazed. Aluminium partly Fixed Window Without Powder Coating. Aluminium partly Fixed Window With Powder Coating. M-40 Pull Cast concrete frame 60 mm 100 mm M-40 Pull Cast concrete frame 60 mm x 125 mm Fibre Glass reinforced polyster door shutter 30 mm. thick. Fibre Glass reinforced polyster door shutter 35 mm thick. Acrylic plastic sheet panels 2.00 mm thick Acrylic plastic sheet panels 3.00 mm thick Double shuttered aluminium extruded powder coated openable door. Single shuttered aluminium extruded powder coated openable door with hydraulic floor spring. Single shuttered aluminium extruded powder coated openable door with bijagiri. Mild Steel square pipe framed steel window. Powder coated Aluminium Louvered Windows/ Ventilator. Partitions of C.C.T.W. frame with ply and veneers on both side. Partitions of teakwood frame partly glazed and partly veneered. Welded Mesh to teakwood frame partly veneers and partly veneered. Anodised extruded Aluminum partions with lamination both side. Fly proof mesh shutter to ventilator/window using CCTW. Coloured Anodising treatment to Aluminium sections. Aluminium Grill diamond mesh type. Mild steel fixed staggered (Z Type) Ventilator ,with stainless steel mosquito net. Anodised Aluminium fixed staggered (Z Type) Ventilator with mosquito net and float glass. Welded mesh of 11 gauge including M.S. Angle frame with oil painting 3 coats. 32 mm thick one piece single moulded puff ABSTRONE BUTADYNE STYRINE (ABS) Door shutter for 30 mm thick PVC FLUSH L DOOR SHUTTER Partition with 4 mm. thick Veneer on one side and 4 mm. ply the other side with teak wood frame. Partitions with 12 mm. thick pressed teakwood particle board. Partitions with 12 mm. thick pressed teakwood board and veneer. Partition with 12 mm. thick three layered flat pressed veneer teak wood partical board. C.C.T.W. brackets for weather sheds of section 70 x 45 mm. 22 gauge G.I. sheet on top of weather shed. 22 gauge F.R.P. sheet on top of weather shed. C.C.T.W. Runner 150 x 75 mm. over partition. C.C.T.W. cover moulding 45 x 20 mm. over doors and windows. Providing and fixing decorative aluminium grill. Solid Core Flush Door Shutter in Double Leaf 32 mm thick. Country Teak Wood Four Leaf Paneled Shutters. Mild steel grill 20 kg/sq.m Mild steel grill 15 kg/sq.m Mild steel grill Railing 20 kg/sq.m Mild steel grill Railing for staircase 15 kg/sq.m Providing and erecting Y type barbed wire fencing. Stainless steel hand railing 40 mm diameter and 1.5 mm thick. Stainless steel railing with supports M.S. Grill 20 kg / sqm. with PVC Handrail. Cast iron pipes of `B class of 80mm diameter . Cast iron pipes of `B class of 100 mm diameter . Cast iron pipes of `B class of 150 mm diameter . Lead joints for 80mm diameter.C.I.pipe. Lead joints for 100mm diameter.C.I.pipe. Lead joints for 150mm diameter.C.I.pipe. Flanged connection for the 80mm diameter.C.I.pipe line . Flanged connection for the 100mm diameter.C.I.pipe line . Flanged connection for the 150mm diameter.C.I.pipe line . 15 mm.Dia. heavy grade ISI Mark 25 mm.Dia. heavy grade ISI Mark G.I.pipes. 32 mm.Dia. heavy grade ISI Mark G.I.pipes. 40 mm.Dia. heavy grade ISI Mark G.I.pipes. 50 mm.Dia. heavy grade ISI Mark G.I.pipes. 80 mm.Dia. heavy grade ISI Mark G.I.pipes. 100 mm.Dia. heavy grade ISI Mark G.I.pipes. 15 mm diameter medium grade ISI Mark G.I.pipes. 20 mm diameter medium grade ISI Mark G.I.pipes. 25 mm diameter medium grade ISI Mark G.I.pipes. 32 mm diameter medium grade ISI Mark G.I.pipes. 80 mm diameter medium grade ISI Mark G.I.pipes. 100 mm diameter medium grade ISI Mark G.I.pipes. 15 mm diameter Water Meter. 20 mm diameter Water Meter. 25 mm diameter Water Meter. 40 mm diameter Water Meter. 50 mm diameter Water Meter. 80 mm diameter Water Meter. 100 mm diameter Water Meter. 15mm diameter. screw down bib / stop Tap of Brass. 15mm diameter. wheeled stop Tap of Brass 20mm diameter. wheeled stop Tap of Brass 25mm diameter. wheeled stop Tap of Brass 32mm diameter. wheeled stop Tap of Brass 40 mm diameter. wheeled stop Tap of Brass 50 mm diameter. wheeled stop Tap of Brass 65 mm diameter. wheeled stop Tap of Brass 80mm diameter. wheeled stop Tap of Brass 100 mm diameter chromium plated brass showers rose to 15mm diameter.pipe. 15 mm dia. Concussion push button type Self-closing tap 20 mm dia. symet type push cock. 45 cm. wide steel ladder . White Glazed Earthenware full stall type Urinal . White Glazed Earthenware Ladies Urinal . Coloured glazed earthenware full stall type Urinal. white glazed earthenware lipped flat back/corner type Urinal . Coloured glazed earthenware lipped flat back/corner type urinal. 100 mm diameter half round white glazed earthenware pipes. White glazed earthenware Wash Hand Basin of 55 cm x 40 cm size. White glazed earthenware Wash Hand Basin of 45cm.x 30 cm. size. Coloured glazed earthenware Wash Hand Basin of 45cm.x 30cm.size. White glazed earthenware Wash Hand Basin of 55 cm.x 40 cm. size with chromium plate bottle trap. White glazed earthenware Wash Hand Basin of 63 cm.x 45 cm. size with chromium plate bottle trap. Coloured glazed earthenware Wash Hand Basin of 55 cm.x 40 cm. size with chromium plate bottle trap. Coloured glazed earthenware Wash Hand Basin of 63 cm.x 45 cm. size. White glazed earthenware Sink 600 mm x 200 mm x 450mm. White glazed earthenware Sink 450 mm x 200 mm x 300mm. Autoclosing pillar cock Jaguar make Granite kitchen platform with stainless steel sink 600 mm x 450 mm size. C.I.Nahani Trap 8 cm . 15 cm x 10 cm salt glazed stoneware gully trap. 100 mm diameter salt glazed stoneware pipe . 150 mm diameter salt glazed stoneware pipe . 225 mm dia. half round salt glazed stoneware pipe. N.P. Class 100 mm dia. pipe. NP. Class 150 mm diameter. pipe. NP. Class 225 mm dia. pipe. NP. Class 300 mm dia. pipe. Brick Masonry Inspection Chamber 60 cm x 45 cm and 90 cm with C.I.lead. Brick Masonry Inspection Chamber 90cm x 45cm and 90cm with C.I.lead. Brick Masonry Inspection Chamber 90 cm x 45 cm with C. I. lid cover. Brick Masonry Inspection Trap Chamber 90 cm x 45 cm with R.C.C. cover Brick Masonry Inspection Chamber 60 cm x 45 cm with R.C.C. raft in B.C. soil Brick Masonry Inspection Chamber 90 cm x 45 cm with R.C.C. raft in B.C. soil Hume pipe Septic Tank 900 mm dia. Providing soak pit . Belgium Mirror with towel rod. P.V.C. pipe of 15 mm. dia. P.V.C. pipe of 20 mm. dia. P.V.C. pipe of 25 mm. dia. P.V.C. pipe of 50 mm. dia. P.V.C. pipe of 75 mm. dia. P.V.C. pipe of 110 mm. dia. Partition with kadappa stone. Orissa type white glazed 575 mm W.C. Pan Chromium plated towal rod. Half turn 25 mm diameter flushing cock. 1st class white glazed Orisa Type W.C. Pan 580mm diameter. European type white glazed closet . Orisa Type coloured W.C. Pan 625x450 mm. Cleaning water tank upto 2000 ltr. Cleaning water tank 2001-5000 ltr. Cleaning water tank 5001-7000 ltr. Cleaning water tank 7001-10000 ltr. Cleaning water tank 10001-15000 ltr. Cleaning water tank 15001-20000 ltr. Cleaning water tank 20001-30000 ltr. Cleaning water tank 30001-40000 ltr. Cleaning water tank 40001-50000 ltr. Cleaning water tank 50001 to 1 Lakh ltr. Cleaning water tank 7 Lakh to 12 Lakh ltr. 75 mm diameter P.V.C. soil vent / waste pipe . 100 mm diameter P.V.C. soil vent/ waste pipe . H.D.P. Container of Capacity 200 to 1000 litre. H.D.P. Container of Capacity 1000 to 20000 litre. 15 mm. dia. CPVC pipe on wall. 20 mm. dia. CPVC pipe on wall. 25 mm. dia. CPVC pipe on wall. 32 mm. dia. CPVC pipe on wall. 40 mm. dia. CPVC pipe on wall. 20mm diameter. CPVC pipe in trenches. 25mm diameter. CPVC pipe in trenches. 32mm diameter. CPVC pipe in trenches. 40mm diameter. CPVC pipe in trenches. 50mm diameter. CPVC pipe in trenches. 10 cm PVC Nahani Trap. Heavy duty R.C.C. cover of size 90 cm x 45 cm. Medium duty R.C.C. cover of size 90 cm x 45 cm. Heavy duty R.C.C. cover of size 60 cm x 45 cm. Medium duty R.C.C. cover of size 60 cm x 45 cm. Heavy duty R.C.C. cover of size 60 cm x 45 cm. Medium duty R.C.C. cover of size 60 cm x 45 cm. Ferrule connection of 25mm diameter. to water main. Ferrule connection of 32mm diameter. to water main. Ferrule connection of 40 mm diameter. to water main. Ferrule connection of 50 mm diameter. to water main. Stainless steel sink of size 600 x 510 x 200 mm. C.P. Angular stop cock. C.P.Two way BIB cock jacquar make. C.P. wall mixer for overhead shower. C.P. pillar cock with aerator jaquar make. C.P. BIB cock with wall flange jaquar make. European type wall hung white water closet with push valve. 110 mm diameter PVC Rain Water pipe. Oval Type Under Counter Wash Hand Basin of 16 x 22 size. Providing and fixing on Walls/ Ceiling/ Floor 15 mm dia. uPVC pipe. Providing and fixing on Walls/ Ceiling/ Floor 20 mm dia. uPVC pipe. Providing and fixing on Walls/ Ceiling/ Floor 25 mm dia. uPVC pipe. Providing and fixing on Walls/ Ceiling/ Floor 32 mm dia. uPVC pipe. Providing and fixing on Walls/ Ceiling/ Floor 40 mm dia. uPVC pipe. Providing and fixing on Walls/ Ceiling/ Floor 50 mm dia. uPVC pipe. Providing and laying 15 mm dai. uPVC pipe in trenches. Providing and laying 32 mm dai. uPVC pipe in trenches. Providing and laying 40 mm dai. uPVC pipe in trenches. Providing and laying 50 mm dai. uPVC pipe in trenches. 15 mm. dia. medium grade G.I. Pipes with filling trenches. 20 mm. dia. medium grade G.I. Pipes with filling trenches. 25 mm. dia. medium grade G.I. Pipes with filling trenches. 32 mm. dia. medium grade G.I. Pipes with filling trenches. 40 mm. dia. medium grade G.I. Pipes with filling trenches. 80 mm. dia. medium grade G.I. Pipes with filling trenches. 100 mm. dia. medium grade G.I. Pipes with filling trenches. 15 mm. dia. Heavy Grade G.I.Pipes with filling trenches. 20 mm. dia. Heavy Grade G.I.Pipes with filling trenches. 25 mm. dia. Heavy Grade G.I.Pipes with filling trenches. 32 mm. dia. Heavy Grade G.I.Pipes with filling trenches. 40 mm. dia. Heavy Grade G.I.Pipes 80 mm. dia. Heavy Grade G.I.Pipes with filling trenches. 100 mm. dia. Heavy Grade G.I.Pipes with filling trenches. PVC Nahani Trap 8 cm. PVC Nahani Trap 15 cm. European type white glazed W.C.Pan with 10 litre flushing cistern. European type white glazed W.C.Pan without flushing cistern. European type Colour glazed W.C.Pan Anglo Indian type type white glazed W.C.Pan with flushing cistern. Providing and fixing high level 10 litre flushing cistern UPVC 110 mm cowl dome. Glass shelf 125 mm wide and 600 mm long. 250 mm dia. PVC. Inspection chamber. 450 mm dia. PVC. Inspection chamber. 600 mm dia. PVC. Inspection chamber. Eco- drain 160 mm SN 8 Nu-Drain Upvc pipes Eco- drain 200 mm SN 8 Nu-Drain Upvc pipes Eco- drain 250 mm SN 8 Nu-Drain Upvc pipes Eco- drain 315 mm SN 8 Nu-Drain Upvc pipes 15 mm dia. PVC Aqua kraft type Super bib tap. 15 mm dia. PVC Aqua kraft type Super Two Way bib tap. 15 mm dia. PVC Aqua kraft type push 15 mm dia. PVC Aqua kraft type super jet spray. 15 mm dia. PVC Aqua kraft type super right angle stop tap. 15 mm dia. PVC Aqua kraft type super Pillar tap. Providing and fixing 75 mm dia. Cast Iron Waste Water Pipe. Providing and fixing 100 mm dia. Cast Iron Soil Pipe. Wall Mounted European type white glazed earthenware water closet pan. Guniting to ceiling/soffit in Guniting to ceiling/soffit in C.M.1:3,40mm thick. Guniting to ceiling/soffit in C.M.1:3,50mm thick. Guniting to beams in C.M.1:3, 20mm thick. Guniting to beams in C.M.1:3, 25mm thick. Guniting to vertical surface in C.M.1:3, 20mm thick. Guniting to vertical surface in C.M.1:3, 25mm thick. Barbed wire Fencing 1.5 m high in 7 Rows on M.S. Angle. M.S.Grill gate with frame. Marble Year Plate.90 cm. x 60 cm. Granite year plate 90 cm. x 60 cm. Grass chhapper (roof) with bamboos 50 mm to 75 mm diameter . Grass chhapper (roof) with bamboos 25 mm diameter . Bamboo Matting screen for partition. Providing and fixing lightening conductor system. Copper strip 25 mm wide and 3 mm thick for lightening conductor. aluminium strips of size 50 mm x 3 mm.for nosing the steps. Crimped wire G.I. mesh of size 20mm x 20mm 10 guage to iron angle frame. Welded mesh fabric for guniting of mesh size 75 mm x 75 mm. Welded mesh fabric for guniting of mesh size 75 mm x 75 mm. Removing double country tiled roof . Removing King Post truss. Removing other type truss below 5 M.span. Dismantling flat wooden or A.C. sheet ceiling. Removing cloth ceiling. Dismantling brick masonry in Mud . Dismantling brick masonry in lime or cement mortar. Dismantling stone masonry in mud. Dismantling stone masonry in lime or cement mortar. Removing lime or lean cement concrete. Removing rich mix cement concrete. Removing ventilators and small windows with frame. Removing wooden or A.C. partition. Removing teak wood trellies work. Removing cement tiles, or marble. Dismantling wooden floor. Removing mud plaster. Removing wire fencing with wooden post. Removing wire fencing with iron/C.C.fencing posts. Removing iron pipe railing. Removing earthen/ stoneware pipes. Removing Np-2 and Np-3 class pipes Upto 900 milimetre diameter Removing Np-2 and Np-3 class pipes 900 milimetre diameter and above. Removing single country tiled roof. Removing battens from roof. Removing matting from roof. Removing purlins from roof. Removing rafters from roof. Removing cloth partition. Jute Kanthan (Tarat) screen to the scaffolding for external guniting. Chain link Fencing 1.6 M. height. Double scaffolding system (cup lock type) on the exterior side of Building. Removing entire Manglore tiled roof. Barbed wire Fencing 1.5 m high in 7 Rows on M.S. Angle. Barbed wire Fencing 1.5 m high in 7 Rows on Precast Poles. Replacement of damaged alluminium Butt Hinges of 125 mm. Replacement of damaged Mortise Lock Replacement of damaged Aldrop 300 mm Chromium plated. Replacement of damaged Aldrop 300 mm Iron Oxidised Replacement of damaged Tower Bolt 300 mm Chromium plated Replacement of damaged Alluminium Handle 125 mm Manualy clearing the chockes from under ground drainage line. Manualy clearing by removeing the chockes from Nahni Trap, Gully Trap, Wash basin unit, Sink and WC Filling tiles joint portion of flooring and dado filling with white cement Providing and fixing 6 mm thick commercial plywood with jungle wood frame work Removal of plants/ ficus grown by pulling out root system embedded in masnory Lowering down the debris obtained from breaking Applying chemical for cleaning the exposed steel structure, TMT bars, etc. Providing and grouting the holes by Poly Ceramic Cementitious i.e NicGrout. applying high abrasive resistant, UV resistant, PICC repair mortar for water proofing on concrete surface. PICC Coating for Concrete Bridge Repair work. Removal of root inside the bridge with special chemical Steripure MBT 20. Cementitious PICC repair mortar on Concrete Road. Applying Poly Ironite Ceramic Cementitious PICC as Repair mortar and Kelox on Concrete Road. Applying PICC coating mortar on existing GSB. Applying PICC for masonry joint filling. Providing and Applying DuraClean - WR- and apply of DuraCap 2 coats corrosion preventive coat on TMT bars. Applying PICC on prepared Concrete/ Bitumen surface pot holes. Applying PICC and Kelox epoxy bond coat on pot holes. Providing 30 mm thick Ceremic Polymer Microconcrete. Applying Kelox R 101 (Resin) + Kelox H 404 (Hardner) for bonding old concrete to new mortar. Corrosion protection of unexposed old reinforcement by corrosion inhibiting caplets like Powrthrow drilling 20-22 mm diameter holes into the concrete at a depth of 30-40 mm. Corrosion protection of unexposed old reinforcement by corrosion inhibiting caplets like Powrthrow drilling 20 mm diameter holes into the concrete at a depth of 25 mm. Elastomeric, Anti carbonation, Anti corrosive, UV resistant, Solvent props of required hight up to 14 feet. Breaking/chipping carefully the loose concrete/ plaster of distressed member. External safety net of opening 75 x 75 in addition vertical fisher net arrestar to prevent debris falling while execution of work. Encasement to Columns & Beams by placing 75 to 100 mm thick free flow high strength micro concrete. Surface preparation of concrete surface by chipping out loose concrete upto rusted bar. Providing and constructing non load bearing wall with Horizontally perforated clay hollow blocks. Providing and constructing non load bearing wall with 150 milimetre Horizontally perforated clay hollow blocks Providing and constructing non load bearing wall with 100 milimetre Horizontally perforated clay hollow blocks. Providing and laying 18 milimetre thick ADONI BROWN LEATHER FINISH stone for flooring. Providing and laying 18 milimetre thick ADONI BROWN LEATHER FINISH stone for Skirting. Factory made coloured chamfered edge Cement concrete grass paver blocks. Bamboowood 14 milimetre thick tile flooring with plywood. Bamboowood 14 milimetre thick tile flooring with with 2 milimetre underlay as sound abrobing and moisture barrier. Bamboowood 14 milimetre thick wall Skirting. low VOC emulsion paint. Providing and applying 2 Coats of 100 percent Pure acrylic low VOC water based paint. Providing and applying impression 24 carrat Luxury paint. Providing and applying antipeel Heat Reflective Paint. Providing and applying top coat exterior paint to terrace. Providing & laying water proof treatment of terrace slab with B.B. Coba. Providing and applying two coats of High Albedo paint having minimum Solar Reflective Index (SRI) 108 . Bamboowood paneling for doors of 25 to 40 milimetre thick. Bamboowood paneled or paneled and glazed Shutters of Doors. Providing and fixing in position U.P.V.C.(Unplasticized Poly Vinyl Chloride) slider frame, 5 milimetre thick toughened double glass. Sliding Window- 3 Track (2 Glass shutter + 1 flymesh) of approved make with DGU. Providing & fixing of Casement fixed window. Providing and fixing sink cock with regular swinging spout. Providing and fixing sink cock with regular swinging spout (Wall Mounted Model). Providing and fixing C.P. 2 Way BIB cock with wall flange. Providing and fixing C.P. BIB cock with wall flange. Providing and fixing Hand shower (health faucet). Providing and fixing white european Providing and fixing Oval Type Under Counter Wash Hand Basin. Providing and fixing Table top white wash basin. Providing and fixing white Opal series European type wall-hung. Providing and fixing Orissa Pan of size 580x445x260 milimetre. Providing and fixing C.P. a 2-Way BIB cock with wall flange. Providing and fixing white wash basin with half pedestal. Providing and fixing white european type wall-hung pan. Providing and fixing Orissa type white glazed earthenware water closet pan of size 260 milimetre x 440 milimetre x 580 milimetre. Providing and fixing white glazed urinal of size 710x460x300 milimetre. Providing and fixing of approved make white aquafree Waterless Urinal. Providing and fixing wall-hung white wash basin of size 470x575x190 milimetre. RWH - Shallow Percolation Pit. RWH - Recharge Pit. Boring/drilling bore well of 300 milimetre dia for casing/ strainer pipe. Supplying, assembling, lowering and fixing in vertical position in bore well. Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well screen pipes. Supplying, filling, spreading & leveling stone boulders of size range 5cm to 20cm in recharge pit. wool/asbestos fibre. Heat insulation by wrapping the pipes with glass wool/asbestos fibre rope or tape/videoflex 25 milimetre Heat insulation tape/videoflex 15 milimetre. Providing & fixing 40 milimetre thick CoolMortar for insulation. Bamboowood 10 milimetre thick Wall Cladding. Bamboowood 10 milimetre thick Wall Cladding for Accoustic purpose. Geofabric Filter Layer of Geotextile of Polypropylene. Filter layer of polythene bags, filled with sand obtained from excavation of foundation. Filter layer of polythene bags, filled with 50% Sand obtained from excavation + 50% crushed sand. Filter layer of polythene bags, filled with crushed sand (upto 5 mm) brought by Contractor. Laying trap stones upto 20 kilogram for Filter / Core layer. Laying laterite stones upto 20 kilogram for Filter / Core layer. Trap stone weighing 20 to 50 kilogram for Core/ Sub armour layer. Laterite stone weighing 20 to 50 kilogram for Core / Sub armour layer. Trap / laterite stones by rearrangement of stones displaced from existing protection bund weighing upto 50 kilogram for Core / Sub armour layer. Trap stone weighing 50 to 100 kilogram for Core / Sub armour/ Armour layer. Aterite stone weighing 50 to 100 kilogram for Core / Sub armour/ Armour layer. Trap stones by rearrangement of stones Laying of trap stones weighing 200 to 300 kg. Trap stones weighing 300 to 500 kg. for Sub armour/ Apron/ Armour layer. Laying of trap stones weighing 300 to 500 kg. Trap stones weighing 500 to 1000 Kg.for Apron / Armour layer Laying of trap stones weighing 500 to 1000 kg. Trap stones weighing above 1000 Kg.for Apron / Armour layer. Laying of trap stones weighing above 1000 kg. for Apron/ Armour layer. G.I. wire Gabions of size 1.00 x 1.00 x 1.00 M. coated with Zinc+PVC. G.I. wire Gabions of size-1.50 x 1.00 x 1.00 M. coated with Zinc+PVC. G.I. wire Gabions of size-2.00 x 1.00 x 1.00 M coated with Zinc+PVC. G.I. wire Gabions of size-3.00 x 1.00 x 1.00 M coated with Zinc+PVC. G.I. wire Gabions of size- 4.00 x 1.00 x 1.00 M coated with Zinc+PVC. Box type flexible gabions of size 1.00 x 1.00 x 1.00 M and rope of 10 mm Ø polypropylene material. Box type flexible gabions of 1.50 x 1.00 x 1.00 M size and rope of 10 mm Ø polypropylene material. Box type flexible gabions of size – 3.00 x 1.00 x 1.00 M and rope of 10 mm Ø polypropylene material. Box type flexible gabions of size – 3.00 x 1.00 x 1.00 M and rope of 10 mm Ø polypropylene material. Precast tetrapods/ blocks of plain cement concrete of M-30 grade, weighing 2000 kg. Precast tetrapods/ blocks of plain for foundation of retaining walls and jetty. Stainless steel bollard of steel pipe 1.00 metre long of 250 mm inner dia. Stainless steel mooring ring in cement concrete on deck of jetty. Fenders made from used tyres. 100% PP Staple fibre Non woven Geobags filled with locally available sand. 100% PP Staple fibre Non woven Geo bags filled with locally available sand. Segment of diametre 3.00 M UV Resistance Geotextile tubes. Segment of diametre 1.50 M UV Resistance Geotextile tubes. Removing sub-marine rock bellow low tide level from navigation channel. Supplying and laying 100% PP Staple fibre Woven Geobags 1.00 x 0.70m filled with locally available sand. Supplying and laying 100% PP Staple fibre Woven Geobags 2.00 x 1.50 m filled with locally available sand. Removing sand bellow low tide level to the specified section from navigation channel. Waterproofing Treatment to existing Terrace by using Polymeric cementitious membrane. Waterproofing Treatment to existing Toilet and bathrooms by using Polymeric cementitious membrane. Filling the cracks of deck surface of the bridge by Flexiroof PU. Filling the cracks of R.C.C. roof slab surface by Flexiroof PU. Filling the cracks of R.C.C. roof slab cum plasticizer in concrete. Bonding coat of using Hack Aid Plast between concrete members. Waterproof heat insulating breathable decorative external coating. Door/ Window frames 75x50 of required colour made with wood Polymer composite (WPC). Door/ Window frames 100x50 of required colour made with wood Polymer composite (WPC). Door/ Window frames 125x50 of required colour made with wood Polymer composite (WPC). Door/ Window frames 120x50 of required colour made with wood Polymer composite (WPC). Rectified Porcelain Stoneware Tiles for Ventilated Facades. 20 mm Rock/ Stone Finished outdoor vitrified flooring Tiles. 16 mm Rock/ Stone Finished outdoor vitrified flooring Tiles. 12 mm Rock/ Stone Finished outdoor vitrified flooring Tiles. Vitrifid Steptiles Ready to install Treads and Risers 16 mm thick. Vitrifid Steptiles Ready to install Treads and Risers 12 mm thick. Rock/ Stone Finished Full Body Vitrifid Ready to install Treads and Risers, 16 mm thick Wall with 200 mm Horizontally perforated THERMO clay hollow blocks. Wall with 150 mm Horizontally perforated THERMO clay hollow blocks. Dry wall cladding with clay tile. Wall with 200 mm Grinded Horizontally Perforated Clay Hollow Blocks. Wall with 150 mm Grinded Horizontally Perforated Clay Hollow Blocks. Wall with 100 mm Grinded Horizontally Perforated Clay Hollow Blocks. Maditerranean plus/ Wienberger Clay tiles on M.S. frame Work. Ductile iron manhole cover of with frame. Ductile Iron circular manhole 45 cm dia. Woven Polypropylene Geotextile TFI- 5300 Type-I. Woven Polypropylene Geotextile TFI- 3100 Type-I. Woven Polypropylene Geotextile TFI- 3200 Type-I. Needle Punched and Mechanically Bonded Non-Woven Geotextile TFI TECHGEO PR-15 Needle Punched and Mechanically Bonded Non-Woven Geotextile TFI TECHGEO PR-20 Needle Punched and Mechanically Bonded Non-Woven Geotextile TFI TECHGEO PR-30 Extruded Biaxial Geogrid TFI TechGrid GeoGrid PP2020. Extruded Biaxial Geogrid TFI TechGrid GeoGrid PP3030. Uniaxial Geogrid TFI TechGrid GeoGrid TGU-40. Uniaxial Geogrid TFI TechGrid GeoGrid TGU-60. Providing and laying Geocell TFI TechCell GeoCell-356x150. Providing and laying Geocell TFI TechCell GeoCell-660x75. Non-Woven Composite needle punched polypropylene Techfab India TFI TGC- 60. Non-Woven Composite needle punched polypropylene Techfab India TFI TGC- 90. Prefabricated Vertical Drain/ Band Drain TFI TechDrain TD-3520 U 100 mm x 4 mm. Prefabricated Vertical Drain/ Band Drain TFI TechDrain TD-5020 U 100mm x 5mm. Providing & fixing CE Marked Metal Gabions For 1 metre height. Providing & fixing CE Marked Metal Gabions For 0.50 metre height. Glassfibre GeoComposite TFI Techglass AIC-50. Glassfibre GeoComposite TFI Techglass AIC-100. Paving Fabric CE Marked Needle Punched Non-Woven Geotextile of Techfab India, TFI TechPave-C040. Providing and laying Fin Drains Drainage Composite) TFI TDC- 55130W. Reinforced Earth Wall of 1.00 to 4.00 metre height in M-35. Reinforced Earth Wall of 4.00 to 6.00 Heavy Duty Fibre Glass Reinforced LType Jersey Barrier. Heavy Duty Fibre Glass Reinforced Barrier With Interlocking provison. Heavy Duty Fibre Glass Reinforced Jersey Barrier With Interlocking provison. Heavy Duty Fibre Glass Reinforced 1.75 m height Site Safety Fence. Heavy Duty Fibre Glass Reinforced 2.00 m height Site Safety Fence. Bituminous organosilance nanotechnology for various bituminous mixes such as BM/DBM/Carpet/sealcoat/MSS/SDBC. waterproofing on top compacted sub grade with Organosilance Nano Techonology. Primer coat with bitumen emulsion mixed with Nano- Technology silance. Tack coat with bitumen emulsion mixed with Nano- Technology silance. Construction of stabilised soil base with local H.M., with 30% GSB & 2% cement using Nano- technology silane. Construction of stabilised soil base with local H.M., with 30% GSB & 3% cement using Nano- technology silane. Construction of stabilised soil base with local H.M., with 30% GSB & 4% cement using Nano- technology silane. Supplying 80 mm Metal, by breaking rubble obtained by blasting. Supplying 40 mm Metal, by breaking rubble obtained by blasting. Supplying 80 mm Metal, by breaking Boulders obtained by blasting. Supplying 40 mm Metal, by breaking Boulders obtained by blasting. Spreading 80/40 mm metal for road work. Providing and applying two coats Apex Ultima Puranature Anti-Pollution paint. Supply of ready mix compound or filling potholes & patch repairing. Providing of 60 min Fire rated Door Frame. Providing of 60 min Fire rated Door Shutters. Providing of 60 min Fire rated Door Vision Panel. Providing of Accoustic Door Frame. Providing of Accoustic Door Shutter. Providing of 120 min Fire rated Door Frame. Providing of 120 min Fire rated Door Shutters. Lead Lined Door system with 120x60 mm Hardwood Door Frame. Lead Lined Door system for Doorshutters. Providing and fixing Ductile iron Man Hole Covers. Hubless centrifugally cast iron pipes of 50 mm. dia. Hubless centrifugally cast iron pipes of 65 mm. dia. Hubless centrifugally cast iron pipes of 75 mm. dia. Hubless centrifugally cast iron pipes of Hubless centrifugally cast iron pipes of 200 mm. dia. Hubless centrifugally cast iron pipes of 250 mm. dia. Hubless centrifugally cast iron pipes of 300 mm. dia. Acoustical Panelling made from Fabric wrapped Compressed Polyester Fibre. Acoustical Panelling made from Woodwool Board. Acoustical Panelling made from Gypsum plain 12mm panels. Acoustical Panelling made from 12mm wp Ply wood. Acoustical Doors along with 150 x 150 mm Teak Wood Frame. Stage flooring Made from 18mm plywood. Acoustical Ceiling made from Gypsum Plain Panels. Acoustical Ceiling made from Compressed polyester fibre. Acoustical Ceiling made from Rigitone 8/18 perforated panels. Acoustical Panelling made from 12mm thick Agro wood strips. Fabric wrapped Compressed polyester fibre nonwoven 9mm panels above the wood wool board panelling. Partition made from 12mm thick Gypsum from both sides on 50 x 50 mm Sal-wood frame. Providing & Fixing Carpet more than 800+ gsm, made with100% stain proof Providing & fixing in position, heavy duty fully upholstered Auditorium chairs. Providing and Fixing Rollar Blinds. Providing and Fixing Vertical Blinds. Executives Table 1800Lx900Dx750HT . Pedestal Unit @ 420Lx450Dx650HT. Credestal @ 1200Lx450Lx650HT . Executive Table 2250Lx2100Dx750HT including Low Height Credestal @1200Lx450Dx650HT. Providing & Fixing of TILE BASED Aluminum partition system of 1800/1200 mm height. Providing and fixing Table of Size 1500 x 600 x 750 mm Top. Providing and fixing Table of Size 1350 x 600 x 750 mm. Providing and fixing Table of Size 1200 x 600 x 750 mm. Providing & Fixing of Library Area Table FREE STANDING TABLE @ 1350Lx750Dx 750HT. Providing & Fixing Curviliner Workstation @ 1500/1500Lx600/600Dx750HT. Conference Table @ 3600Lx1400Dx750HT. Conference Table @ 1800 x 900 x 750 mm Ht. 12 Seater Reading Table for Library @ 3600Lx1200Dx750HT. 3 DRAWER PEDESTAL UNIT @ 392L x 450D x 680Ht. mm. Low Height Openable Storage @ 900Lx450x750HT. Medium Height Steel Storage @ 825Lx300Dx1650HT. Providing & Arrangemnt of High Back Chair, Providing & Arrangemnt of High Back Chair, Providing & Arrangemnt of MId Back, Normal Syncro Mechanism. Providing & Arrangemnt of Mid Back, ECO CTS Mechanism. Providing and Fixing 3 seater Public seating chair. Double Faced Mobile Unit for Compactor 2150mmH x 2745mmW x 900mmD. Single Faced Mobile Unit for Compactor 2150mmH x 2745mmW x 457mmD. Single Faced Fixed Unit for Compactor 2150mmH x 2745mmW x 457mmD. Double Faced Mobile Unit for Compactor 2150mmH x 1830mmW x 900mmD. Single Faced Mobile Unit for Compactor 2150mmH x 1830mmW x 457mmD. Single Faced Fixed Unit for Compactor 2150mmH x 1830mmW x 457mmD. Providing and fixing 4 legged Lab stool. Alluminium foldable ladder for store. Providing & fixing Sofa Set 3+1+1. Tea Table 900mm X 750mm X 450mm for m.s. ante chamber. Single Bed @ 2025LX 1000DX 650H. Dressing Table @400LX 400DX 1800H. leaf. Providing and fixing factory made solid core flush door exterior grade in Double Leaf. Providing Silica plaster plaster externally in two coats. Providing and Fixing toilet set for differently Abled persons. Providing and fixing ISI marked double swing flush door shutters. Providing and applying blue and white coloured thermoplastic road marking paints. Design, supply, fabrication and fixing of acrylic, non glare, tactile audio pictorial building layout as per the approved size. Design, supply, fabrication and fixing acrylic multilingual Braille (raised dots) directional signboards of size 6 x 9. Floor Directories Providing and fixing acrylic multilingual Braille (raised dots)ADA compliant modular floor directories system on all floors of size1.5 x 2. Providing an ADA compliant Disability Service Desk. Providing and fixing SS-304 studs inside the building on all floors in corridors Providing and fixing SS-304 strips of size 280mm x 35mm inside the building on all floors. Providing and fixing Braille indicators for handrails. Providing and fixing stainless steel Grade 304) railing made of hollow tubes, channels, plates etc. ADA compliant modular Multilingual and tactile Emergency evacuation map of each floor indicating the current position of the viewer saying YOU Providing and fixing the transmitter of the approved brand. Providing and fixing SS Braille buttons in the elevator. Providing and fixing of high intensity reflective conspicuity tape 25 to 50 mm width, on edges of treads in staircase Providing a folding wheelchair of Pioneer Surgicals Brand. Design, supply, fabrication and fixing of SS, non glare Signage board (2 ft. x 2 ft.- 1 no.) for the accessible parking. SS, non glare multilingual Braille (raised dots) entrance signage (size 1 ft x 1 ft) as per the approved design and make,indicating the name of the building. Providing and laying in place 300mm x 300mm x 16mm cement tactile directional and warning tiles. Providing and laying in place 300 mm x 300 mm x 9.8 mm vitrified tactile warning and directional tiles. Acrylic multilingual Braille (raised dots) signboards of size 6x 9 for room titles. Polyurethane stick on tactile directional tiles and warning tiles Providing SS grab bars set for accessible toilets comprising of 4 nos. Providing and Fixing Accessible Wayfinding and navigation signage systems. Factory-made steel door of Single leaf External Embossed Wood finish. Factory-made steel door of Single leaf External Plain Wood finish type. Factory-made steel door of Single leaf External Plain Steel finish. rated door. Providing & fixing factory-made Single leaf 2 hour fire rated door. Providing & fixing factory-made Aluminum Windows of aluminum alloy. Factory-made steel windows constructed of Skin Pass Galvanized Iron Sheet. Providing and fixing panel of aluminium composite panel cladding Providing internal cement plaster 25 mm using Ready to use wall plaster in cement mortar 1:4 Providing internal cement plaster 20 mm using Ready to use wall plaster in cement mortar 1:5 Internal cement plaster 20 mm using Ready to use wall plaster in cement mortar 1:4 Internal cement plaster 20 mm using Ready to use wall plaster in cement mortar 1:3 Internal cement plaster 20 mm using Ready to use wall plaster in cement mortar 1:3 to stone masonry surfaces Internal cement plaster 12 mm using Ready to use wall plaster in cement mortar 1:5 Internal cement plaster 12 mm using Ready to use wall plaster in cement mortar 1:4 Internal cement plaster 12 mm using Ready to use wall plaster in cement mortar 1:3 Internal cement plaster 6 mm using Digester unit based on DRDO technology for 10 users. Providing and installing FRP Bio Digester unit based on DRDO technology for 15 users. Providing and installing FRP Bio Digester unit based on DRDO technology for 25 users. Providing and installing FRP Bio Digester unit based on DRDO technology for 40 users. Providing and installing FRP Bio Digester unit based on DRDO technology for 60 users. Providing and installing FRP Bio Digester unit based on DRDO technology for 80 users. Providing and installing FRP Bio Digester unit based on DRDO technology for 100 users. Providing and installing FRP Bio Digester unit based on DRDO technology for 150 users. Providing and installing FRP Bio Digester unit based on DRDO technology for 200 users. Providing and installing FRP Bio Digester unit based on DRDO technology for 300 users. Providing and laying Hyperplas V shape embossed 40 micron Aluminium foil layer water proofing. Providing and laying Hyperplas 90 micron thick High Molecular High density Polyethylene film water proofing. Providing and laying water proofing membrane with cement screed plaster 1:5. Silicon Base Water Repellent Stone Sealers in Two coats. Internal/ external 12 mm thick Ready Mix plaster using cement mortar 1:4. Internal/ external 20 mm thick Ready Mix plaster using cement mortar 1:4. Fourlock Brick Masonry 150 mm thick for compound wall, partition wall. Fourlock Brick Masonry 150 mm thick in plinth & superstructure. Fourlock Brick Masonry 100 mm thick for compound wall, partition wall. Fourlock Brick Masonry 100 mm thick in plinth & superstructure. Construction of M-40 grade reinforced prestressesd precast concrete panel of 200 mm thickness having size 4.5m x 3.5m. Plastirib T or equivalent raised profile edge line marking (audible vibratory) with special hot applied thermoplastic road marking. Plastirib 2K or equivalent raised profile edge line marking (audible vibratory) with cold applied road marking compound. Providing and Laying of Rumble strips with Plastirib 2K. Providing and Laying of 2 or more sets 6 Nos. each set) Dual Ribs Pattern Soil Stabilisation by cold in-situ recycling using chemical additives. Rehabilitation of existing damaged asphalt pavement by, cold, in-situ, recycling process. Providing and erecting Road Restraint system. Providing and laying Stone Matrix Asphalt batch type hot mix plant with 5.80% bituminous binder. Milling of existing bituminous surface to specified depth of bituminous layer. Providing and applying low viscosity bitumen emulsion RS1 for sealing cracks. Providing and laying Microsurfacing course @12 Kg/Sqm. Providing and laying a Stress Absorbing Membrane Interlayer SAMI)/ bitumen impregnated geotextile layer. Pot Hole filling upto 50 mm with Jet Patcher. Pot Hole filling 50 mm to 100 mm with Jet Patcher. Batch Mix Open Graded Premix Surfacing 20 mm thickness over BT Surface. Batch Mix Open Graded Premix Surfacing 20 mm thickness over MPM Surface. Cleaning and application of anticorrosive zinc rich epoxy primer to exposed reinforcemen. Providing and applying epoxy bonding agent for bonding old to new concrete. using high pressure water jet. Bearing cleaning and pier cap cleaning for the proper movement of bearing etc. complete. Providing and applying “high strength micro concrete (like shrink comp or equivalent). Providing applying Polymer modified cement mortar pointing to the stone massonry. Grouting to the Dowel bars with epoxy of resin. Providing and applying waterproof coating to the concrete surface. Lifting of span and bearing locations by suitable hydraulic jacks. Strengthening structural elements by providing & fixing CARBON FIBER Make Sika or BASF or FOSROC). Replacement of damaged Expansion joints by Strip Seal Expansion Joint System. Providing Polymer modified cement Mortar treatment. Providing Nipples for pressure injection grouting of polymer cement grout. Filling voids/ honeycomb with high pressure injection grouting of Polymer Cement Grout. M-35 RCC jacketing around the existing piers of bridges. Providing and fixing Precast M-25 Sill beam in size 100 x 100 mm with 10 mm thick. Supply and installation of Athena Lite- SS Series Cubicles Supply and installation of CEILING HUNG cubicles. Supply and installation of PD DOOR cubicles. Supply and installation of 12MM BOX UP cubicles. Supply and installation of STANDARD cubicles. Supply and installation of ZMS (Nylon) cubicles. Supplying, Providing and Mixing Hooked End/ Crimped steelfibers. Supplying & Fixing Fire resistant Door Frame: Supplying & Fixing Fire resistant Door Shutters: Supplying & Fixing of fire resistant Vision Panel. Providing of 2 Hour Rated Acoustic Fire Door Frame. Providing of 2 Hour Rated Acoustic Fire Door Shutter. Providing 100 mm thick asbestos free composite Fire Barrier. Supplying, fitting & fixing Surface mounted Crash Bar/panic Bar at FIRE EXIT. Door Closure: (For 2 Hr fire Rated EN- 3 Door Closure). 12 SS Handle: (For 2 Hr fire Rated) Construction of Thin White Topping Providing and fixing in position rainwater harvesting dual intensity auto flush open ended at drain outlet filter for the catchment up to 150 sq.m. system size 90 mm diameter inlet, 75 mm diameter clean water outlet, 90 mm diameter drain outlet. Providing and fixing in position rainwater harvesting dual intensity auto flush open ended at drain outlet filter for the catchment up to 225 sq.m. system size 110 mm diameter inlet, 75 mm diameter clean water outlet, 90 mm diameter drain outlet. Providing and fixing in position rainwater harvesting dual intensity auto flush open ended at drain outlet filter for the catchment up to 350 sq.m. system size 110 mm diameter inlet, 90 mm diameter clean water outlet, 90 mm diameter drain outlet. Providing and fixing in position rainwater harvesting dual intensity auto flush open ended at drain outlet filter for the catchment up to 500 sq.m. system size 90 mm diameter inlet, 110 mm diameter clean water outlet, 90 mm diameter drain outlet To carry out linear Drone survey agencies will use fully autonomous professional survey grade drone. To carry out polygon Drone survey agencies will use fully autonomous professional survey grade drone Scanning, Digitisation and Georeferencing of cadastral /revenue maps and interpretation of all existing features like building, water bodies, rivers, agricultural field etc to generate base map. Providing and Fixing FALSE CEILING SYSTEM GI METAL BIOGUARD CLIP IN PLAIN TILE Perimeter Trim with 19mm face for perimeter solution of acoustical ceiling. Supply, fixing and installation of 4 mm thick Aluminium Composite Panel (ACP) of approved colour for external cladding in combination of solid and metallic colours. Supplying and fixing of 6 mm thick Exterior Compact Laminate or High Pressure Laminate of approved colour. Providing and Laying of 2 or more sets (6 Nos. each set) Dual Ribs Pattern Rumble Markings on roads with vehicular speeds of more than 50 Km/hr. Precast M 30 grade 125 mm thick curved section for Span upto 6.50 m for Bridge cum Bandhara Precast M 30 grade 150 mm thick curved section for Span 6.50 to 10.00 m for Bridge cum Bandhara cast in stu M 30 grade 150 mm thick curved section for Span upto 6.50 m for Bridge cum Bandhara cast in stu M 30 grade 200 mm thick curved section for Span 6.50 to 10.00 m for Bridge cum Bandhara. Appointing Expert /Professional Consultant for selection of Bandhara sites Detailed survey for bandhara. Providing and constructing Rammed Earth walls. Providing and fixing bamboo pole of bambusa balcooa 100 mm dia. Providing and fixing bamboo pole of roofing. Providing and fixing Phenol bonded Bamboo wood flooring. Providing and fixing Phenol bonded Bamboo wood partition 60 mm thick. Providing & fixing bamboo pole of Dentrocalamus stocksii with minimum wall thickness of 10 mm of size 50 mm. Providing and fixing in roof system Griha Certified WPP sheet made of wood polymer composite of thickness 6 mm. Providing and fixing of Aerocon panel of size 3.00 m × 0.6 m and thickness 75 mm. Supply & Application of Fire retardant Polish. Waterproofing Treatment to new terrace by using Polymeric Cementitious Membrane. Waterproofing Treatment to new Toilet/bathroom by using Polymeric Cementitious Membrane. Waterproofing to new terrace by using CPTP elastomeric membrane followed by brick bat coba covered with 40mm thick IPS. Waterproofing to new terrace by using CPTP elastomeric membrane followed by brick bat coba covered with 40mm thick IPS. Removing loose rust from the reinforcement bars by applying sulphate and chloride free inorganic single component rust remover. Removing loose rust from the reinforcement bars by applying Providing and fixing zinc alloy based galvanic disk type sacrificial anodes ( mm dia, 18 mm thick) to the reinforcement. Waterproofing by applying a coat of Ter polymer of enoates of 2- methoxycarbonyl)-1-propene-Butyl-2 propenoate (MPBP) and propenonitrile. Soil stabilization by using ultimate fine Nano grout. Waterproofing Treatment to plastered surface of toilet & bathroom walls. Providing & mixing liquid internal curing compound (OEP) for RCC, Shotcrete& mortar. waterproof coating using TMPBP and MPBP. Providing Water proofing treatment to old terraces by Rohnex water proofing system in two coats. Providing water proofing treatment to newly laid fully cured concrete slab of terraces by mixing polymer of approved make (such as Master Seal 550 / brush bond/ RoffSupercrete / Webercrete Monobond/ Perma shield/ Hypercrate/ Master Crete M 81. Providng Grouting by specially prepared grout of Weber Crete/Roff Supercrete/Polyalk WP/Monobond/Perma shield/Hypercrate or equivalent with cement in proportion 1:3.5. Repair of RCC / PSC Bridges using migrating, non-nitrite based corrosion inhibiting admixture as approved by Engineer in charge at a dose of 3Kg.per cum of concrete. Strengthening of RCC, PSC bridges with ethoxycarbonyl Propene Resin Sealer cum Grout. Providing and applying one coat substituted long chain nylon mortar. Providing and carrying out this grouting to stabilize the strata above the tunnel, foundations, cutting slope stabilization and sub structures by using ultimate fine Nano grout. Apply bonding coat slurry of high performance acrylic polymer - Methyl 2-methylpropenoate copolymer to reinforcement. Apply bonding coat slurry of high performance acrylic polymer - Methyl 2-methylpropenoate copolymer. Providing and fixing zinc alloy based galvanic disk type sacrificial anodes (50 mm dia. 18 mm thick). Provide anti-rooting treatment with special thicxotropic chemicals along with long chain nylon reticulent (LCNR) Epoxy Resin Mortar. Provide anti-rooting treatment to entire recessed pointed area with a special mix of lime base hydraulic mortar and water for masonry with highly sulphate resistant cement and silica aggregates. Repair the concrete at cracks and joints with epoxy or polymer modified mortar. Remove roots of the plant from joints of the stone masonry manually and applyinh Pour thiazolinones based Microbial Wall Wash and Anti-rooting Solution. Visits to site of Bridge/ Bandhara by Expert/Professional Consultant. Taking L section of stream extending 1.20 km on upstream side of the bandhara site. To carry out linear Drone survey agencies will use fully autonomous professional survey grade drone. To carry out polygon Drone survey. Kerb stone/ vertical surface painting with Kataline make water based acrylic paint. Medium Height Partition @ 1800/1200HT TILE BASED Aluminum PARTITION SYSTEM. Providing and Fixing 80 mm to 85 mm thick Full height Double Skin partition up to 3 m height in Solid finish. Providing and Fixing 80 mm to 85 mm thick Full height Double Skin partition in Glass finish. Providing and fixing Factory made 31 mm ABS Plastic Door. Providing and fixing 4 mm thick High Pressure interior compact Laminate. Providing and fixing 6 mm thick High Pressure interior compact Laminate. Supplying, Drilling/Cleaning hole and injecting chemical. Application to be designed separately for Rebars with8 mm dia. Bar for 160 mm depth. Supplying, Drilling/Cleaning hole and injecting chemical. Application to be designed separately for Rebars with8 mm dia. Bar for 200 mm depth. Supplying, Drilling/Cleaning hole and injecting chemical. Application to be designed separately for Rebars with8 mm dia. Bar for 240 mm depth. Supplying, Drilling/Cleaning hole and injecting chemical. Application to be designed separately for Rebars with8 mm dia. Bar for 320 mm depth. Supplying, Drilling/Cleaning hole and injecting chemical. Application to be designed separately for Rebars with8 mm dia. Bar for 400 mm depth. Supplying, Drilling/Cleaning hole and injecting chemical. Application to be designed separately for Rebars with8 Supplying, Drilling/Cleaning hole and injecting chemical. Application to be designed separately for Rebars with 10 mm dia. Bar for 200 mm depth. Supplying, Drilling/Cleaning hole and injecting chemical. Application to be designed separately for Rebars with 12 mm dia. Bar for 240 mm depth. Supplying, Drilling/Cleaning hole and injecting chemical. Application to be designed separately for Rebars with16 mm dia. Bar for 320 mm depth. Supplying, Drilling/Cleaning hole and injecting chemical. Application to be designed separately for Rebars with 20 mm dia. Bar for 400 mm depth. Supplying, Drilling/Cleaning hole and injecting chemical. Application to be designed separately for Rebars with 25 mm dia. Bar for 500 mm depth. Supplying, drilling/cleaning hole and fixing of Torque Controlled Expansion Anchor HST3, of sizes ranging from M8 to M24.. Supplying, drilling/cleaning hole and fixing of Torque Controlled Expansion Anchor HST3, of sizes ranging from M8 to M24.. Supplying, drilling/cleaning hole and fixing of Torque Controlled Expansion Anchor HST3, of sizes ranging from M8 to M24.. Supplying, drilling/cleaning hole and fixing of Torque Controlled Expansion Anchor HST3, of sizes ranging from M8 to M24.. Supplying, drilling/cleaning hole and fixing of Torque Controlled Expansion Anchor HST3, of sizes ranging from M8 to M24.. Supplying, drilling/cleaning hole and fixing of Torque Controlled Expansion Anchor HST3, of sizes ranging from M8 to M24.. Supplying, drilling/cleaning hole and fixing of Torque Controlled Expansion Anchor HST3, of sizes ranging from M8 to M24.. Supplying, drilling/cleaning hole and fixing of Torque Controlled Expansion Anchor HST3, of sizes ranging from M8 to M24.. Supplying, drilling/cleaning hole and fixing of Torque Controlled Expansion Anchor HST3, of sizes ranging from M8 to M24.. Supplying, drilling/cleaning hole and fixing of Torque Controlled Expansion Anchor HST3, of sizes ranging from M8 to M24.. Suppling, Drilling/Cleaning hole and fixing make heavy duty ETA Approved Chemical Anchor of appropriate size and fixing plates subsequently. Suppling, Drilling/Cleaning hole and fixing make heavy duty ETA Approved Chemical Anchor of appropriate size and fixing plates subsequently. Suppling, Drilling/Cleaning hole and fixing make heavy duty ETA Approved Chemical Anchor of appropriate size and fixing plates subsequently. Suppling, Drilling/Cleaning hole and fixing make heavy duty ETA Approved Chemical Anchor of appropriate size and fixing plates subsequently. Suppling, Drilling/Cleaning hole and fixing make heavy duty ETA Approved Chemical Anchor of appropriate size and fixing plates subsequently. Suppling, Drilling/Cleaning hole and fixing make heavy duty ETA Approved Chemical Anchor of appropriate size and fixing plates WITHOUT SUSPENSION SUPPORT FROM TRUE CEILING METAL BAFFLE CEILING METAL OPEN CELL CEILING ACOUSTICAL GLASS FIBRE FALSE CEILING BLADES ACOUSTICAL GLASS FIBRE FALSE CEILING CLOUDS & SHAPES CUSTOM PRINTED ACOUSTICAL FALSE CEILING PROVIDING AND FIXING METAL WALL PANELLING PRIVIDING AND FIXING MODULAR ACOUCTICAL WOODEN WALL PANELLING PRIVIDING AND FIXING ANTIMICROBIAL ACOUSTICAL FALSE CEILING PRIVIDING AND FIXING ACOUSTICAL FALSE CEILING PRIVIDING AND FIXING ACOUSTICAL FALSE CEILING WITH 0.9 NRC NATURAL BAMBOO WALL PANELLING NATURAL BAMBOO CEILING Providing and fixing interior wall to Supplying and providing various materials for REED BED filter media of 1 meter depth Providing and fixing in position factory made EPS cement sandwich Non Load bearing panels 60 mm thick solid core pannel. Providing and fixing in position factory made EPS cement sandwich Non Load bearing panels 75 mm thick solid core pannel. Providing and fixing in position factory made EPS cement sandwich Non Load bearing panels 90 mm thick solid core pannel. Providing and fixing in position factory made EPS cement sandwich Non Load bearing panels 100 mm thick solid core pannel. Providing and laying of white preformed patterned pavement marking tapes Providing and laying of white contrast pre-formed patterned pavement marking tapes Mandatory/Regulatory sign boards in circular shape of 600 mm dia made out of 3 mm Class B aluminum composite material sheet. Mandatory/Regulatory sign boards in circular shape of 750 mm dia made out of 4 mm Class B aluminum composite material sheet. Mandatory/Regulatory sign boards in circular shape of 900 mm dia made out of 4 mm Class B aluminum composite material sheet. Mandatory/Regulatory sign boards in circular shape of 1200 mm dia made out of 4 mm Class B aluminum composite material sheet. Mandatory/Regulatory sign boards in circular shape of 900 mm dia made out of 4 mm Class C aluminum composite material sheet. Mandatory/Regulatory sign boards in circular shape of 1200 mm dia made out of 4 mm Class C aluminum composite material sheet. Cautionary/Warning sign boards in Equilateral Triangle size of 600 mm made out of 3 mm aluminum sheet composite material with 0.25 mm skin thickness on either side, bonded with white retro reflective sheeting of Class B. Cautionary/Warning sign boards in Equilateral Triangle size of 750 mm made out of 4 mm aluminum sheet composite material with 0.25 mm skin thickness on either side, bonded with white retro reflective sheeting of Class B. Cautionary/Warning sign boards in Equilateral Triangle size of 900 mm made out of 4 mm aluminum sheet composite material with 0.25 mm skin thickness on either side, bonded with white retro reflective sheeting of Class B. Cautionary/Warning sign boards in Equilateral Triangle size of 1200 mm made out of 4 mm aluminum sheet composite material with 0.25 mm skin thickness on either side, bonded with white retro reflective sheeting of Class B. Cautionary/Warning sign boards in Equilateral Triangle size of 600 mm made out of 3 mm aluminum sheet of Class C. Cautionary/Warning sign boards in Equilateral Triangle size of 750 mm made out of 4 mm aluminum sheet of Class C. Cautionary/Warning sign boards in 4 mm aluminum sheet of Class B. Cautionary/ Warning sign boards in Octagone size of 900 mm made out of 4 mm aluminum sheet of Class B. Cautionary/Warning sign boards in Octagone size of 750 mm made out of 4 mm aluminum sheet of Class B. Cautionary/Warning sign boards in Octagone size of 900 mm made out of 4 mm aluminum aluminum sheet of Class C. Retro- reflectorised Informatory sign board rectangular/Square in shape having area less than 0.9 square meter made out of 4 mm aluminum composite panel with 0.5 mm skin thickness on either side bonded with white retro reflective sheeting of Class B. Retro- reflectorised Informatory sign board rectangular/Square in shape having area less than 0.9 square meter made out of 4 mm aluminum composite panel with 0.5 mm skin thickness on either side bonded with white retro reflective sheeting of Class C. Retro- reflectorised Informatory sign board rectangular/Square in shape having area greater than 0.9 square meter made out of 4 mm aluminum composite panel with 0.5 mm skin thickness on either side bonded with white retro reflective sheeting of Class B. Retro- reflectorised Informatory sign board rectangular/Square in shape having area greater than 0.9 square meter made out of 4 mm aluminum composite panel with 0.5 mm skin thickness on either side bonded with white retro reflective sheeting of Class C. Overhead signs made out of 4 mm aluminum composite panel with 0.5 mm skin thickness on either side bonded with white retro reflective Board Class C of size 1.20 m x 0.90 m size displaying information, such as Name of work, Tender cost, Name of Contractor, Work completion and liability period Board Class B of size 1.80 m x 1.20 m size displaying information, such as Name of work, Tender cost, Name of Contractor, Work completion and liability period Board Class C of size 1.80 m x 1.20 m size displaying information, such as Name of work, Tender cost, Name of Contractor, Work completion and liability period Stamp Concrete of 100 mm Thickness. 20 mm dia. Soil Nail for Slope stabilization, widening of existing structures. 25 mm dia. Soil Nail for Slope stabilization, widening of existing structures. 28 mm dia. Soil Nail for Slope stabilization, widening of existing structures. 32 mm dia. Soil Nail for Slope stabilization, widening of existing structures. 35 mm dia. Soil Nail for Slope stabilization, widening of existing structures. Reinforced Earth Wall. Reinforced Soil Abutments Providing and fixing kerbstone with led lighting system. Provinding and errecting 1.80 m high Fix knot fencing Bezinal 2000 Type fencing. Provinding and errecting 1.20 m high Fix knot fencing Bezinal 2000 Type Providing and fixing of factory made uPVC 67 x 54 mm 2 track Sliding door. Providing and fixing of factory made uPVC 122 x 54 mm 3 track Sliding door. Providing and fixing of factory made uPVC 122 x 54 mm 3 track Glass sash Sliding door. Factory made uPVC casement Window (Big Series) frame of size 67 62 mm Factory made Casement Door (Big Series) frame of size 67 x 62 mm & Door Sash of size 67 x 115 mm Factory made Fixed Window (Big Series) frame of size 67 x 62 mm Factory made uPVC Twin Sash Casement Window frame of size 122 x 62 mm Factory made uPVC Twin Sash Casement Door frame of size 122 x 62 mm Factory made uPVC Louver window (Big Series) frame of size 67 x 62 mm Providing and Fixing factory made PVC door frame. Providing and fixing 37 mm thick factory made PVC Door shutter. Finishing upto 225 mm thick cement concrete with tremix treatment for paving slab. Sign Board of final size of visible area at 10 ft height of size 4ft horizontal x 4ft Vertical EPS Panel. Sign Board of final size of visible area at 10 ft height of size 3ft horizontal x 4ft Vertical EPS Panel. Sign Board of final size of visible area at 10 ft height of size 5ft horizontal x 4ft Vertical EPS Panel. Sign Board of final size of visible area 6 ft height of size 4ft horizontal x 4ft Vertical EPS Panel. Sign Board of final size of visible area 6 ft height of size 3ft horizontal x 4ft Vertical EPS Panel. Sign Board of final size of visible area 6 ft height of size 5ft horizontal x 4ft Vertical EPS Panel. Sign Board with RCC Pole of M30 grade - 10ft height and EPS panel of thickness 75mm having size 4 ft x 4 ft. Sign Board with RCC Pole of M30 grade - 10ft height and EPS panel of thickness 75mm having size 3 ft x 4 ft. Sign Board with RCC Pole of M30 grade - 10ft height and EPS panel of thickness 75mm having size 5 ft x 4 ft. Sign Board with RCC Pole of M30 grade - 10ft height and EPS panel of thickness 75mm having size 5 ft x 4 ft. Sign Board with RCC Pole of M30 grade - 8ft height and EPS panel of thickness 75mm having size 3 ft x 4 ft. Sign Board with RCC Pole of M30 grade - 8 ft height and EPS panel of thickness 75mm having size 5 ft x 4 ft. Sign Board with RCC Pole of M30 grade - 6ft height and EPS panel of thickness 75mm having size 4 ft x 4 ft. Sign Board with RCC Pole of M30 grade - 6ft height and EPS panel of thickness 75mm having size 3 ft x 4 ft. Sign Board with RCC Pole of M30 grade - 6ft height and EPS panel of thickness 75mm having size 5 ft x 4 ft.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 6
Maharashtra View Result →
18.
Defence #8947892 Technical Bid
Tender For Extension Of First Floord& E Building At Be -Hyd- Civil Works: 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 Removal Of Surkhi Of Any Thickness By Manual Stock Mechanical Meanson The Terrace And Disposing The Debries Upto 50M Lead Etc Complete 4 Demolishing R.C.C. Work Manually / By Mechanical Means Including Tacking Of Steel Bars And Disposal Of Unserviceable Material Within 50 Metres Lead As Per Direction Of Engineer - In-Charge. 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 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 10 Km For All Lifts, Complete As Per Directions Of Engineer-In-Charge. 7 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 8 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 All Works Above Plinth Level Upto Floor V Level 9 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For Columns, Pillars, Piers, Abutments, Posts And Struts 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 Suspended Floors, Roofs, Landings, Balconies And Access Platform 12 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For Weather Shade, Chajjas, Corbels Etc., Including Edges 13 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For Vertical And Horizontal Fins Individually Or Forming Box Louvers Band, Facias And Eaves Boards 14 Steel Reinforcement Of Thermo-Mechanically Treated Bars Of Grade Fe-500D Or More For R.C.C. Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete. The Work Shall Be Executed As Per The Darwing Including All Heights. ( Note: The Basic Rate For Steel To Be Considered Is Rs55 Kg ) 15 Providing And Fixing 8 Mm Rebar With Re-500 V 3 Chemical Etc. Including Drilling Hole As Required And Embedment Length As Per Specification Complete In All Repect As Per The Directions Of The Engineer Incharge :8 Mm Dia 16 Providing And Fixing 10 Mm Rebar With Re-500 V 3 Chemical Etc. Including Drilling Hole As Required And Embedment Length As Per Specification Complete In All Repect As Per The Directions Of The Engineer Incharge :10 Mm Dia 17 Providing And Fixing 12 Mm Rebar With Re-500 V 3 Chemical Etc. Including Drilling Hole As Required And Embedment Length As Per Specification Complete In All Repect As Per The Directions Of The Engineer Incharge :12 Mm Dia 18 Providing And Fixing16 Mm Rebar With Re-500 V 3 Chemical Etc. Including Drilling Hole As Required And Embedment Length As Per Specification Complete In All Repect As Per The Directions Of The Engineer Incharge :16 Mm Dia 19 Providing And Fixing 20 Mm Rebar With Re-500 V 3 Chemical Etc. Including Drilling Hole As Required And Embedment Length As Per Specification Complete In All Repect As Per The Directions Of The Engineer Incharge :20 Mm Dia 20 Brick Work With Common Burnt Clay F.P.S. ( Non Modular ) Bricks Of Class Designation 5 In Superstructure Above Plinth Level Up To Floor V Level In Ll Shapes And Sizes In : Cement Mortar 1:6 ( 1 Cement : 6 Coarse Sand ) 21 15 Mm Cement Plaster On The Rough Side Of Single Or Half Brick Wall Of Mix :1:4 ( 1 Cement: 4 Fine Sand ) 22 12 Mm Cement Plaster Of Mix :1:4 ( 1 Cement: 4 Fine Sand ) 23 6 Mm Cement Plaster Of Mix :1:3 ( 1 Cement : 3 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 Wall Painting With Acrylic Emulsion Paint Of Approved Brand And Manufacture To Give An Even Shade With A Coat Of Primer :Two Or More Coats On New Work 26 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. 27 Providing And Painting Two Or More Coats On New Work With Synthetic Enamel Paint Of Approved Brand And Manufacture To Give An Even Shade 28 Providing Sal 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 ) 29 Providing 40X5 Mm Flat Iron Hold Fast 40 Cm Long Including Fixing To Frame With 10 Mm Diameter Bolts, Nuts And Wooden Plugs And Embedding In Cement Concrete Block 30X10x15cm 1:3:6 Mix ( 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20Mm Nominal Size ) . 30 Providing And Fixing 35 Mm Thick Flush Door Confirming Is: 2202 ( Part-1 ) Core Of Solid Wood, Construction With Frame Of Pine Wood With Density Of 700 Kg / M3 With 5 Ply Construction With 1Mm Hpl Sheet ( Laminate ) On Both Sides And Laminate Pre Pressed From Factory, Confirming Is 2046 With Bwp Grade Adhesive Treatment With Phenol Formaldehyde Resin As Per Is 848 Norms Ensures Superior Quality And Performance Of The Doors With Uniform Thickness Without Undulation, Wraping Or Bending. Emission Free As Per E1 Standard And Eco-Friendly Fixed To The Existing Frames Including Providing Internal Lipping With Second Class Teak Wood Battens 25 Mm Minimum Depth On All Edges Of Shutter With 4 Nos.Of 125Mm Long Ss Hinges For One Shutter Etc., Complete. ( Note: The Shutters Shall Be Provided With Vision Pannel As Per Drawing. In Case Of Double Leaved Shutters Rebating Shall Be Made Without Any Extra Cost ) 31 Providing And Fixing Bright / Matt Finished Stainless Steel Handles Of22 Dia X 200Mm, Godrej Code No 7261 Or Approved Quality & Make With Necessary Screws Etc All Complete. 32 Providing And Fixing Stainless Steel ( 304 Grade ) Satin Finishtower Bolt 300 Mm Long Of Godrej Make ( Product Code - 8570 ) Or Equivalent With Necessary Screws Etc., Complete 33 Providing And Fixing Stainless Steel ( 304 Grade ) Satin Finish Door Stopper 90 Mm Longof Godrej Make ( Product Code - 8565 ) Or Equivalent With Necessary Screws Etc., Complete 34 Providing And Fixing Standard Approved Quality Hydraulic Door Closers Suitable For Doorsof Dorma Make With Necessary Fixtures, Screws Etc. Complete. 35 Providing And Fixing Bright Finished Inside Opening Brass Mortice Lock With 6 Levers Of Godrej Make Or Equivalent With Necessary Screws Etc., Complete 36 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 Coatwith Approved Steel Primer All Complete Fixed To Steel Windows By Welding 37 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 ) 38 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 ) 39 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 Engineerin- Charge. Pre-Laminated Particle Board With Decorative Laminationn On Both Sides 40 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 ) 41 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 ( Weight Not Less Than 12.50 Kg / Sqm ) 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.Granite Of Any Colour And Shade Area Of Slab Upto 0.50 Sqm 43 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 Average 6 Mm Thickness, Including Grouting Of Joints ( Payment For Grouting Of Joints To Be Made Separately ) .Size Of Tile 600X600 Mm ( Basic Price Of Vitrified Tile Is Rs 660.00 Per Sqm 44 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 45 Supply And Laying Of Electrostatic Dissipative Type Flexible Homogenous Compressed Esd Vinyl Floor Tiles Of Minimum Size 610 Mm X 610 Mm X 2 Mm Of M / S Forbo Make. Necessary Preparation Of Sub Floor Surface Should Be Bel - Quotation For The Esd Flooring-Reg Done Using Self-Leveling Compound. The Flooring Should Be Laid Using Approved Conductive Adhesives. Joint Between The Tiles Shall Be Grooved, Pvc Welded Using Automatic Equipment And Copper Tape Shall Be Provided And Laid All As Per Manufacturer’S Specification. The Tiles Will Have Permanent Conductivity And Esd Properties To Be Independent Of Humidity Due To Homogenous Nature Of Product As It Is Sliced From Pressed Vinyl Block. Scope Of Work Should Include Laying Of Tiles, Self Levelling Compound, Conductive Adhesive, Copper Tape At Site, Grooving / Welding Of Joints As Per Manufacturers Specifications. Certification Of Electrical Resistance Such As Point To Point, Point To Ground And Body To Ground Resistance, Combination Resistance Of The Installed System And Body Voltage Generation, Meeting To International Standards And Duly Tested And Authorized By A Certified Esd Engineer Who Has Received His Certificate From An Internationally Reputed Certifying Organization. ( Note: Rate To Be Quoted For Complete Finished Work Including All Materials And Labour And Necessary Preparation Of Surface. 46 Providing And Fixing In False Ceilingat All Height 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 Reflecting Of 85% ( Minimum ) .Non Combustible As Per Bs:476 ( Part-4 ) , Fireperformance As Per Bs:476 ( Part 6 &7 ) , Humidity Resistance Of 100%, Thermal Conductivity <0.043W / M K As Per Astm / 518:1991, In True Horizontal Level Suspended On Interlocking Metal Coated T-Grid Of Hot Dipped Galvanised Iron Section Of 0.40 Mm Thick On Silhouette Profile, Rotatory 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 600Mm To Form Grid Module Of Size 600X600 Mm, Suspended From Ceiling Using Galvanised Mild Steel Items ( Galvanizing @80 Grams Per Sqm ) I.E 50 Mm Long, 8Mm Outer Diameter M-6 Dash Fasteners , 4Mm Thick G I Hanger, With 15 Mm Thick Integral Densified Micro Edge Light Weight Calcium Silicate False Ceiling Tiles. 47 Providing And Fixing Seamless Ceiling With Gpboard Of 12.5Mm Thick , Fixed To The Underside Of The Suspended Grid Formed Of Gi Perimeter Channel Of Size 20X27x30 Mm ( Mf 6A ) Fixed Along The Wall By Using Wood Screws And Metal Expansion Rawl Plugs. The Gi Intermediate Channel Of Size 45X15x0.90 Mm ( Mf7 ) Shall Be Fixed To The Suspended Strap Hangers / Gi Angle / Starp Hanger Is To Be Connecte With Gi Soffit Cleat Of Size 37X27x25x1.6 Mm And It Should Be Fixed On The Roof Slab / Beam, By Using Metal Expansion Fasteners ( Wt. Type ) Of 12.5 Mm Dia. To A Length Of 35 Mm With 6 Mm Dia Bolt / Screw At Top Ends. The Gi Ceiling Section Of Size 80X26x0.5 Mm ( Mf 5 ) Is To Be Provided Across The Intermediate Channel At Intervals Not More Than 610 Mm Centre At Bottom And The Same Shall Be Fixed By Gi Connection Clips 2.64 Mm Dia At The Intersection Points . The Ends Of Ceiling Section ( Mf 5 ) Channel By Adopting An Overlap Length Of Minimum 150 Mm, Shall Be Connected With Intermediate Channel Perimeter Channel In Insertion The Gypboard Shall Be Fixed To The Under Side Of The Suspended Grid By Using 25 Mm Long Dry Wall Screws. The Joints Shall Be Finished With Joint Paper / Fibre Mesh Lape By Using Jointing Compound Of Saint-Gobain Ltd., And Applying Over It 3 Layers Of The Filer Compound To Provide A Smooth Surface. The Rate Shall Include Making Cutouts For Tube Lights, Spot Light , Duct Doors, For Specified Size, Grills Etc., For Which No Extra Wil Be Paid Separately. Rate Shall Include Providing Additionaltrimming Around Cutouts For Light Fittings Grills And Also For Providing Additional Supports From Ceiling Wheremain / Cross Members Are Cut For Light Fittings Etc. This False Ceiling Shall Be Provided In Combination Of 600X600 Calcium Silicate False Ceiling And Will Be Measured Under Respective Item. 48 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 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. 49 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 Rccslab 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. 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 Diameter 51 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 52 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 53 Providing And Fixing Luxaflex Make 100 Mm Wide Vertical Blinds Made Out Of 100 Mm Non-Woven Fabric. The Fabric Shall Be Scotch Guard Protected, Antistatic And Shall Be Sanitized To Resist Fungal Growth. The Head Channel Shall Be Of 33 Mm Wide And 30 Mm Deep With A Minimum Valve Thickness Of 1.2 Mm Extruded From 6063-T5 Aluminium Alloy Finished In Clear Anodising To A Thickness Of 10 Microns ( Note: Height Of The Blind Will Be Measured From Top Of The Head Rail To Bottom Of Slat. Length Of The Head Rail Shall Be Measured To The Length Of The Blind ) Etc., Complete. 54 Electrical Works: 55 Supplying Of Lt Power Cable With Aluminium Conductor, Xlpe / Pvc Insulated, Pvc Inner Sheathed, Armoured, 1.1Kv Grade, Confirming To Is:1554 ( Part-1 ) , Is:7098 ( Part-1 ) & Relevant Standards Having 3.5 Core Of Size 150 Sq Mm 56 Laying Of One Number Pvc Insulated And Pvc Sheathed / Xlpe Power Cable Of 1.1 Kv Grade Of Above 95 Sq. Mm And Upto 185 Sq. Mm Size Direct In Ground Including Excavation, Sand Cushioning, Protective Covering And Refilling The Trench Etc As Required. 57 Supplying And Making End Termination With Brass Compression Gland And Aluminium Lugs For 3½ X 150 Sq. Mm ( 50Mm ) Size Of Pvc Insulated And Pvc Sheathed / Xlpe Aluminium Conductor Cable Of 1.1 Kv Grade As Required. 58 Design, Fabrication, Supply, Erection, Testing And Commissioning Of Duly Wired 415Volts, 50Hz, 3Phase, 4Wire Electrical Main Distribution Board ( Mdb ) Having I / C& O / G Feeders, Instrumentation Metering, Protection System, Aluminium Busbars & Other Components Completely As Per Single Line Diagram And As Per Detailed Technical Specifications. The Panel Shall Be Of Modular Type, Floor Mounting, Free Standing, Vermin Proof, Ip-43 Grade, Made Out Of Crca Sheet Steel Of 1.6Mm Thickness For Body & 2Mm For Load Bearing Points, Powder Coated Painting, Fuseless Type Confirming To Relevent Is Standards. The Panel Shall Have Microprocessor Based Mccb With Shunt Tripp For Incomer And Thermal Magnetic Based Mccbs For Out Going Feeders With Rotory Handle. The Work Includes Providing Required Fixing Accessories Such As Grouting Bolt-Nuts, Welding, Coupling Of Laid Conduits / Cables And Associated Civil Works Complete As Directed. ( Note:- Please Refer Drawing And Dts For Mdb Details ) 59 Supplying Of Lt Power Cable With Copper Conductor, Xlpe / Pvc Insulated, Pvc Inner Sheathed, Armoured, 1.1Kv Grade, Confirming To Is:1554 ( Part-1 ) , Is:7098 ( Part-1 ) & Relevant Standards Having 4 Core Of Size 16 Sq Mm 60 Supplying Of Lt Power Cable With Copper Conductor, Xlpe / Pvc Insulated, Pvc Inner Sheathed, Armoured, 1.1Kv Grade, Confirming To Is:1554 ( Part-1 ) , Is:7098 ( Part-1 ) & Relevant Standards Having 4 Core Of Size 10 Sq Mm 61 Supplying Of Lt Power Cable With Aluminium Conductor, Xlpe / Pvc Insulated, Pvc Inner Sheathed, Armoured, 1.1Kv Grade, Confirming To Is:1554 ( Part-1 ) , Is:7098 ( Part-1 ) & Relevant Standards Having 3.5 Core Of Size 50 Sq Mm 62 Supplying Of Lt Power Cable With Copper Conductor, Xlpe / Pvc Insulated, Pvc Inner Sheathed, Armoured, 1.1Kv Grade, Confirming To Is:1554 ( Part-1 ) , Is:7098 ( Part-1 ) & Relevant Standards Having 3 Core Of Size 10 Sq Mm 63 Laying Of One Number Pvc Insulated And Pvc Sheathed / Xlpe Power Cable Of 1.1 Kv Grade Of Upto 35 Sq. Mm Size Direct In Ground Including Excavation, Sand Cushioning, Protective Covering And Refilling The Trench Etc As Required. 64 Laying And Fixing Of One Number Pvc Insulated And Pvc Sheathed / Xlpe Power Cable Of 1.1 Kv Grade Of Above 35 Sq. Mm And Upto 95 Sq. Mm ( Clamped With 25X3mm Ms Flat Clamp ) Size On Cable Tray As Required. 65 Supplying And Fixing Of 6 Way ( 8+18 ) , Vtpn, ( Ip 43 ) , Metal Door, Sheet Steel, Mccb Distribution Board, 240 / 415 V, On Surface / Flush, Complete With Tinned Copper Bus Bar Of 250A, 2 Neutral Bus Bar, 2 Earthbar, Din Bar, Interconnections, Powder Painted Including Earthing And With Provison FormccbSas Incomer And Sp / Tp McbS As Outgoing. Ref:- Legrand -5077 46 66 Supplying And Fixing Of 12 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, Earthbar, Din Bar, Interconnections, Powder Painted Includingearthing Etc. As Required. ( But Without Mcb / Rccb / Isolator ) . 67 Supplying And Fixing Of6 Way ( 4 + 18 ) , Double Door , 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 ) . 68 Providing And Fixing Of 125A, 16Ka Of Breaking Capacity And Tpn Mccbwith Thermomagnetic Release And Terminal Spreaders In Existing Cubicle Panel Board Including Drilling Holes In Cubicle Panel, Making Connections, Etc. As Required. Ref:- Legrand -4200 06 69 Providing And Fixing Of 63A, 16Ka Of Breaking Capacity And Tpn Mccbwith Thermomagnetic Release And Terminal Spreaders In Existing Cubicle Panel Board Including Drilling Holes In Cubicle Panel, Making Connections, Etc. As Required. Ref:- Legrand -4200 00 To 4200 05 70 Providing And Fixing Of 100A, 16Ka Of Breaking Capacity And Tpn Mccbwith Thermomagnetic Release And Terminal Spreaders In Existing Cubicle Panel Board Including Drilling Holes In Cubicle Panel, Making Connections, Etc. As Required. Ref:- Legrand -4200 00 To 4200 05 71 Supplying And Fixing 5 A To 32 A Rating, 240 / 415 V, 10 Ka, C Curve, Double Pole, Miniature Circuit Breaker Suitable For Inductive Load Of Following Poles In The Existing Mcb Db Complete Withconnections, Testing And Commissioning Etc. As Required. 72 Supplying And Fixing 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 & As Per Sld. 73 Supplying And Fixing 5 A To 32 A Rating, 240 / 415 V, 10 Ka, C Curve, Triple Pole And Neutral Miniature Circuit Breaker Suitable For Inductive Load Of Following Poles In The Existing Mcb Db Complete Withconnections, Testing And Commissioning Etc. As Required. 74 Supplying And Fixing 5 A To 32 A Rating, 240 / 415 V, 10 Ka, C Curve, Single Pole, Miniature Circuit Breaker Suitable For Inductive Load Of Following Poles In The Existing Mcb Db Complete Withconnections, Testing And Commissioning Etc. As Required. 75 Supplying And Fixing 5 A To 32 A Rating, 240 / 415 V, 10 Ka, C Curve, Triple Pole, Miniature Circuit Breaker Suitable For Inductive Load Of Following Poles In The Existing Mcb Db Complete Withconnections, Testing And Commissioning Etc. As Required. 76 Supplying And Fixing Of20 Mmsize Of Steel Conduit On The Wall / Column / Ceiling / Truss As The Case May Be Along With Accessoriesas Surface / Recess System Including Painting In Case Of Surface Conduit, Or Cutting The Wall And Making Good The Same In Case Of Recessed Conduit Including Associated Civil Works As Required. 77 Supplying And Fixing Of25 Mmsize Of Steel Conduit On The Wall / Column / Ceiling / Truss As The Case May Be Along With Accessoriesas Surface / Recess System Including Painting In Case Of Surface Conduit, Or Cutting The Wall And Making Good The Same In Case Of Recessed Conduit Including Associated Civil Works As Required. 78 Supplying And Fixing Of 20 Mm Size Of Medium Class Pvc Conduit Along With Accessories On The Wall / Column / Ceiling / Truss As Surface / Recess System Including Cutting The Wall And Making Good The Same In Case Of Recessed Conduit Including Associated Civil Works As Required. 79 Supplying And Fixing Of 25 Mm Size Of Medium Class Pvc Conduit Along With Accessories On The Wall / Column / Ceiling / Truss As Surface / Recess System Including Cutting The Wall And Making Good The Same In Case Of Recessed Conduitwith Associated Civil Works As Required. 80 Supplying And Drawing / Wiring Of 3 X 1.5 Sq.Mm Size Of Frls Pvc Insulated Copper Conductor, Single Core Cable In The Existing Surface / Recessed Steel / Pvc Conduit As Required. 81 Supplying And Drawing / Wiring Of 3 X 2.5 Sq.Mm Size Of Frls Pvc Insulated Copper Conductor, Single Core Cable In The Existing Surface / Recessed Steel / Pvc Conduit As Required. 82 Supplying And Drawing / Wiring Of 3 X 4 Sq.Mm Size Of Frls Pvc Insulated Copper Conductor, Single Core Cable In The Existing Surface / Recessed Steel / Pvc Conduit As Required. 83 Supplying And 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 Including Surface / Recessed Steel 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 84 Supplying And 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 Steel Conduit, And Earthing The Point With 1.5 Sq. Mm Frls Pvc Insulated Copper Conductor Single Core Cable Etc. As Required.Group-C 85 Supplying Of Below Mentioned Specification Led Luminaire & Fixing Of The Same In The Ceiling By Providing Required Down Rod / Chain, Clamps Screws / Anchor Bolt-Nuts, Washers Etc., Making Electrical Connections, Earthing Etc., As Required / Directed By Engineer-In-Charge. Mounting Type :- Recesstype :- 2Ft*2Ft Luminairesystem Lumens :- Not Less Than 3600 Lumensluminous Efficacy :- Not Less Than 100 Lumens / Wattinput Power :- Consuming Not More Than 36Wcolor Temperature :-Not Less Than 5700Khousing :- Pressure Die Cast Alluminium / Crcadiffuser :- Specially Frosted Polycarbonate Diffuserdriver :- Electronicref Model :-Wipro Enterprises :- Elate Led - Crco10r038hp57gl1 Or Equivalent In Approved Makes 86 Supplying Of Below Mentioned Specification Led Luminaire & Fixing Of The Same In The Ceiling By Providing Required, Clamps Screws / Anchor Bolt-Nuts, Washers Etc., Making Electrical Connections, Earthing Etc., As Required / Directed By Engineer-In-Chargetype :- Ip-65, Wetherproof, Industrial Type Linear Led Tube Light Luminaire With Capsule.Mounting Type: Surface Mounting Type. System Lumens :- Not Less Than 1800 Lumensrated Power :- Not More Than 20Wcolor Temperature :-Not Less Than 6000Khousing :- Extruded Powder Coated Aluminium / Polycorbonate Housing.Diffuser :- Polycorbonate Diffuser Coverdriver :- In Built Electronic Driver .Ref Model :- Similar To Wipro : Wio831208g1 Or Equivalent Approved Makes. 87 Supplying Of Below Mentioned Specification Led Luminaire & Fixing Of The Same In The Ceiling By Providing Required, Clamps Screws / Anchor Bolt-Nuts, Washers Etc., Making Electrical Connections, Earthing Etc., As Required / Directed By Engineer-In-Chargemounting Type :- Surface Mountingtype :- Round Down Light Luminaire.System Lumens :- Not Less Than 1800 Lumensrated Power :- Not More Than 18Wcolor Temperature :-Not Less Than 6000Khousing :- Powder Coated Pressure Die Cast Alluminium & Bottom Frame.Diffuser :- High Efficiency, Non Yellowing Pmma Diffuser.Driver :- Electronic Driver.Ref Model :- Wipro: Ld06-221Xxx-57Smg1 Or Equivalent In Approved Makes List. 88 Supplying And Fixing Ofmodular 5A / 6A Switch On The Existing Modular Plate & Switch Box Including Making Electricalconnections But Excluding Modular Plate Etc. As Required. 89 Supplying And Fixing Of Modular 15A / 16A Sp Switch On The Existing Modular Plate & Switch Box Including Making Electricalconnections But Excluding Modular Plate Etc. As Required. 90 Supplying And Fixing Of Modular3pin 5A / 6A Socket Outleton The Existing Modular Plate & Switch Box Including Making Electricalconnections But Excluding Modular Plate Etc. As Required. 91 Supplying And Fixing Of Modular 6Pin 15A / 16A Socket Outlet On The Existing Modular Plate & Switch Box Including Making Electricalconnections But Excluding Modular Plate Etc. As Required. 92 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. 93 Supplying & Fixingof2 Timer Acdb Comprising Of 7X24hrs Microcontroller Based Programmable 2 Change Over Time Switch ( Digital, Daily / Weekly Program, 6 Years Reserve, 230Vac With Lethium Cell ) , 25A 3Pole Power Contactor, Terminal Blocks, Wire Etc., For Automatic Switching On & Off Of The 3Nos Ac Systems Alternatively 2Nos Ac Units At A Time For 8Hrs, The Switchgears Shall Be Completly Housed / Mounted In Suitable Size Indoor Duty Non Metallic / Crca Box And Installation Of The Same Recessed / Partly Recessed In Wall By Providing Fixing Accessories Such As Bolt-Nuts, Clamps, Screws, Welding Etc., Coupling Of The Laid Conduits / Cables, Making Electrical Connections Etc., Including Associated Civil Works Complete As Directed. ( Ref Make For Time Switch: Schneider Time Switch ( Cct15720 ) Or Equivalent In Approved Make ) ( Please Refer Our Electrical Drawings & Dts For Details ) . 94 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. 95 Supplying And Making End Termination With Brass Compression Gland And Aluminium Lugs For3½ X 50 Sq. Mm ( 35Mm ) Size Of Pvc Insulated And Pvc Sheathed / Xlpe Aluminium Conductor Cable Of 1.1 Kv Grade As Required. 96 Supplying And Making End Termination With Brass Compression Gland And Copper Lugs For 4 X 10 Sq. Mm Size Of Pvc Insulated And Pvc Sheathed / Xlpe Aluminium Conductor Cable Of 1.1 Kv Grade As Required. 97 Supplying And Making End Termination With Brass Compression Gland And Copper Lugs For 4 X 16 Sq. Mm Size Of Pvc Insulated And Pvc Sheathed / Xlpe Aluminium Conductor Cable Of 1.1 Kv Grade As Required. 98 Supplying And Making End Termination With Brass Compression Gland And Copper Lugs For 3 X 10 Sq. Mm Size Of Pvc Insulated And Pvc Sheathed / Xlpe Aluminium Conductor Cable Of 1.1 Kv Grade As Required. 99 Supplying And Fixing Of 4 Way ( 8+12 ) , Vtpn, ( Ip 30 ) , Sheet Steel, Mcb Distribution Board, 240 V, On Surface / Flush, Complete With Tinned Copper Bus Bar Of 250A, 2 Neutral Bus Bar, 2 Earthbar, Din Bar, Interconnections, Powder Painted Including Earthing And With Provison FormccbSas Incomer And Sp / Tp McbS As Outgoing. 100 Supplying And Fixing Of1 Or 2 ( 75Mm X 75Mm ) Modules, Gi Box Alongwith Modular Base & Cover Plate For Modular Switches In Recessincluding Associated Civil Works Etc., As Required. 101 Supplying And Fixing Of 4 Module ( 100Mm X 75Mm ) , Gi Box Alongwith Modular Base & Cover Plate For Modular Switches In Recessincluding Associated Civil Works Etc., As Required. 102 Supplying And Fixingof6 Module ( 200Mm X 75Mm ) Gi Box Alongwith Modular Base & Cover Plate For Modular Switches In Recessincluding Associated Civil Works Etc., As Required. 103 Supplying And Fixing Of 12 Module ( 200Mm X 150Mm ) Gi Box Alongwith Modular Base & Cover Plate For Modular Switches In Recessincluding Associated Civil Works Etc., As Required. 104 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 ) 105 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 ) 106 Supplying And Installing300 Mm Width X 50 Mm Depth X 1.6 Mm Thickness 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. 107 Supplying And Installing300 Mm Width X 50 Mm Depth X 1.6 Mm Thickness 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. 108 Supplying And Installing 300 Mm Width X 50 Mm Depth X 1.6 Mm Thickness 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. 109 Supplying Of All The Required Materials Of Approved Make To Construct A Maintenance Free Chemical Earthing System As Per Drawing & Detailed Specification. Each Set Of Earthing Pit Shall Consists Of A Copper Bonded Solid Steel Rod Electrode Of 14.0Mm Dia X 3.0Mtr Length With Required Quantity Of Nontoxic Electrically Conductive Concrete / Backfill Compound, Copper / Brass Termination Busbar & Bolt-Nuts, Washers Etc. The Work Includes Drilling / Making A Hole Of 150Mm Dia In The Ground To Required Depth By Manual Or Mechanized Method, Keeping The Electrode In The Centre Of The Pit, Filling The Already Prepared Semi Solid Paste / Slurry Of Backfill Concrete / Compound Fully & Curing, All The Civil Works Such As Excavation, Refilling, Construction Of Brick Chamber, Rcc Cover, Curring Etc. The Complete Work Shall Be Carried Out As Per Our Drawing And Manufacturers Instructions / Mannuals Or As Per Standard. Note: The Earth Enhancing Compound / Concrete Shall Be Of Low Resistivity Conforming To Iec 62561-7 Standard. ( Makes: Obo / Erico / Loress / Indelec / Jmv / Lpi / Ashlok ) 110 Supplying & Fixing Of Ip-44 Grade Non Metalic Distribution Box Having 32A, 3Pole+N+Earth Insulated Plug & Socket ( With Plug Top ) , 32Atpn Mcb ( 10Ka, C-Curve ) Along With Accessories And Fixing Of The Same As On The Wall Orflush With Wall As Required Coupling Of The Condiuts, Making Electrical Connections, Earthing Etc., As Directed ( Ref Make:Legrand:0566 53 ) Or Equivalent From Approved Makes. 111 Supplying & Fixing Of Ip-65 Grade Non Metalic Distribution Box Having 32A, 3Pole+N+Earth Insulated Plug & Socket ( With Plug Top ) , 32Atpn Mcb ( 10Ka, C-Curve ) Along With Accessories And Fixing Of The Same As On The Wall Orflush With Wall As Required Coupling Of The Condiuts, Making Electrical Connections, Earthing Etc., As Directed ( Ref Make: Legrand:0566 73 ) Or Equivalent From Approved Makes. 112 Supplying, Installation, Testing And Commissioning Of Passive Infrared ( Pir ) Technology Based Occupancy Sensor With Day Light Dimming ( Lighting Level Shall Be Regulated As Per Availability Of Natural Day Light In An Area Along With Occupancy Detection. ) Having High Preformance, Regulating Programmable Type, Suitable For Connected Load Upto 10Amp , For Mounting Height Up To 2.8 Mtr And For 5 M Diameter Coverage Area Along With Necessary Fixing Arrangements I / C Programming At Site Etc. Complete As Required. 113 Fas & Pas 114 Supply, Installation, Testing And Commissioning Of Microprocessor Controlled Four / Five Loop Analogue Addressable Main Fire Alarm Control Panel With Five ( 5 ) Loop Cards, Alarm Facilities, Hooter, Fire / Fault Indications, Audio Visual Signals, Batterycharger, Facility To Connect Printer Through Extra Rs485 Module And Public Address System Interface System Software.Make: Morley 115 Supply, Installation, Testing And Commissioning Of Addressable Uniform Flat Response / Multi Sensor Type Smoke Sensor With Base.Make: Morley-Ias 116 Supply, Installation, Testing And Commissioning Of Addressable Manual Call Point / Station With Modules.Make: Morley-Ias 117 Supply, Installation, Testing And Commissioning Of Response Indicator.Make: Locally Manufactured 118 Supply, Erection, Testing And Commissioning Of Addressable Wall / Ceiling Loop Sounder / Hooter.Make: Morley-Ias 119 Supply, Installation, Testing And Commissioning Of 2C X 1.5 Sq.Mm Pvc Armoured Frls Copper Cable Including Juction Boxes All As Specified And / Or Directed Etc., Complete. 120 Supplying Of Single Sided Exit Signage Led Light Of Red / Green Colour As Required At Site With Built In Battery Backup For 2 Hrsand Fixing Of The Same On The Rcc / False Ceiling By Providing Required Clamps / Downrods / Bolt-Nuts / Screws, Making Electrical Connections Etc., As Required / Directed By Engineer-In-Charge. Please Refer Fire Alarm System Drawing For Locations. ( Make Similar To Bajaj Or Equivalent In Other Makes ) 121 Supply, Erection, Testing And Commissioning Of 6W Ceiling Mounted Speakers With Builtin 100 V Line Transformers And Different Power Tapping All Asspecified And / Or Directedetc., Complete. 122 Supply, Erection, Testing And Commissioning Of 6W Wall Mounted Speakers With Builtin 100 V Line Transformers And Different Power Tapping All Asspecified And / Or Directedetc., Complete. 123 Supply, Erection, Testing And Commissioning Of Volume Control Switch All As Specifiedand / Ordirectedetc., Complete. 124 Supply And Laying Of 2 Core ( 24 / 0.2 ) Copper Wire Pvc Insulated Twisted And Shielded Unarmoured Wire For Speakers / Volume Control Switch Of Public Address System Suitable For Laying In Pvc Conduit All As Specified And / Or Required Etc Complete., 125 Supply And Fixing 19 Mm Dia 2 Mm Thick Pvc Conduit Along With All Accessories Likebends, Elbows, Jbs, Tees., In Surface / Recess Including Chipping The Wall Making Good The Same In Case Of Recessed Conduit All As Specified And / Or Required And Directed. 126 Supply, Erection, Testing And Commissioning Of Zone Selector Of Capacity Not Less Than 4 Zone With Console With A Mic For Pa System. 127 Network And Communication 128 Supplying And Drawing Of Utp 4 Pair Cat 6 Lan Cable In The Existing Surface / Recessed Steel / Pvc Conduit As Required..23 Awg Solid Bare Copper , Flame Retardant Pvc Jacket, In A Box Of 305M, And Iso / Iec 11801Iec61156•5 Complaint Make: Comscope / Panduit-Pannet / Dlink / Belden 129 Supplying And Laying Of Following Size Of Hdpe Pipe 63Mm Od .Lsi 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. 63 Mm Hdpe Pipe In Duct / Trench As Directed By Engineer Incharge .Make:Prime / Reliance / Apollo / Rishi 130 Supplying And Fixing Of Following Sizes Of Medium Class 25 Mm Pvc Conduit Along With Accessories In Surface / Recess Including Cutting The Wall And Making Good The Same In Case Of Recessed Conduit As Required.E.Make: Universal / Supreme / Classic 131 Supplying And Fixing Of Following Sizes Of Medium Class 50 Mm Pvc Conduit Along With Accessories In Surface / Recess Including Cutting The Wall And Making Good The Same In Case Of Recessed Conduit As Required.Make: Universal / Supreme / Classic 132 Supplying, Installation, Termination, Labling & Testing Of Dual ( 2 ) Port Flush Type Face Plate With Back Box.Cat6.Make: Comscope / Panduit-Pannet / Dlink / Belden 133 Supplying, Installation, Termination, Labling& Testing Of Rj-45 Modular Jacks, Complaint With Isollec11801 Nsi / Tia / Eia-568, Should Accept Solid 22-24 Awg Diameter Conductors With Certified For Ul94v-0 Rated, Series Connecting Hardware Standards .Cat6 ( Green Or Yellow ) . Make: Comscope / Panduit-Pannet / Dlink / Belden 134 Supplying, Installation, Termination, Testing, Commissioning And Labling Of 24-Port Patch Panel, Utp Category 6, Tia / Eia 568-6.2, With Min1000 Mating Cycles, Metal Rear Cable Manager To Properly Guide Cables To Point Of Termination And Come With Velcro Straps For Tying The Cables, Modular Connector Should Be Fcc Part68, Subpart F And Iec-60603-7 Allows For 568 A / B Wiring Configuration And Idc Body & Cover Material Fire - Retardant Make: Comscope / Panduit-Pannet / Dlink / Belden 135 Supplying, Laying, Labling& Testing Of Utp Category 6 Patch Cords 2 Mtrs, Tia / Eia 568-8.2 , With Lsoh - Low Smoke Zero Halogen Free. And 1000 Mating Cycles, Rj 45 Plug Should Be Of Polycarbonate Fcc Part 68 Subpart F, Ul 94V-0Make: Comscope / Panduit-Pannet / Dlink / Belden 136 Supplying, Laying, Labling& Testing Of Utp Category 6 Patch Cords 1 Mtrs, Tia / Eia 568-8.2 , With Lsoh - Low Smoke Zero Halogen Free. And 1000 Mating Cycles, Rj 45 Plug Should Be Of Polycarbonate Fcc Part 68 Subpart F, Ul 94V-0Make: Comscope / Panduit-Pannet / Dlink / Belden 137 Supplying And Laying Of 150 X 50 Mm Gi Cable Raceways With Top Press Cover And 10 Mm Threading Rods Clamps Without Powder Coat. 138 Supplying, Installation, Cabling, And Labeling Of 19”, 42 U800 X 800Network Rack –With Cutouts For Cable Entry. Color: Black / Gray1 ) Front Perforated Single Door- 1NoS 2 ) 230V Ac Fan Assy Fully Wired - 1 Set 3 ) 1U Pvc Horizontal Cable Manager – 12 NoS 4 ) Pvc Vertical Cable Organisers – 2 NoS5 ) Vertical Pdu, 5 / 15A, Socket Strip With Min 12 Sockets With Indicators With 3 Mtr Power Chord With 16A Plug –1 NoS6 ) With Required Fitting Accessories Including Lock And Key. Make :Apw President / Rittal / Netrack 139 Supplying, Installation, Configuration And Testingof Data Switch With 24-Port 100 / 1000 Mbps Rj45 Ports Switch With Min Of 2 X1gb / 10 Gb Sfp / Sfp+ Interface Ports, Switching Capacity128 Gbps ( Stacking Bw Of 40Gbps ) Or Higher, Ram 512Mb Or Higher , Stacking Bw 40 Gbps Or Higher Including Stacking Cable And Etc, Including Power Supply, Fan, Ipv6 Certified Logo, Oem Warranty Of 1 Year And Service Contracts For 1 Year And Oem Authorizationmake :Cisco / Hp / Extreme / Juniper / Dlink 140 Supplying, Installation, Configuration And Testingof Data Switch With Poe24-Port 100 / 1000 Mbps Rj45 Ports Switch With Min Of 2 X1gb / 10 Gb Sfp / Sfp+ Interface Ports, Switching Capacity128 Gbps ( Stacking Bw Of 40Gbps ) Or Higher, Ram 512Mb Or Higher , Power Supply Of 370W , Stacking Bw 40 Gbps Or Higher Including Stacking Cable Etc, Including Power Supply, Fan, Ipv6 Certified Logo, Oem Warranty Of 1 Year And Service Contracts For 1 Year And Oem Authorizationmake :Cisco / Hp / Extreme / Juniper / Dlink 141 Supplying, Installation, Configuration And Testingof 1000 Base Sfp Opticaltransceiver Module For Single Mode Fiber , 1310-Nm Wavelength, Compatible With The Ieee 802.3Z , Dual Lc Connector With Speed On 1Gbps, Sfp Optical Transceivers Should Support Above Switch Modules Of Bom, Switch And Sfp Modules Should Be Of Same Makes.Oem Warranty Of 1 Year Make :Cisco / Hp / Extreme / Juniper / Dlink. 142 Air Conditioning Works 143 Supply, Installation, Testing And Commissioning Of Factory Built Floor Mounted Cabinet Type Horizontal / Vertical Double Skin Type Air Handling Unit ( Ahu ) For Of Capacitynot Less Than 22 Tr, Total Dehumidified Cfm 8800, 35Mm Esp Complete With Didw Backward Curved Centrifugal Fan With Vfd Compatible Motor, Motor Class- Ie2, Mixing Box With Provision For Connecting Return Air And Fresh Air With Damper, Provision For Electric Strip Heater, Internal Power / Control Cabling, Belt Drive System, Spring Type Isolation System ( Min. Vibration Isolation Efficiency 90% ) , Pre Filters With 90% Efficiency Down To 10 Μm ( Eu -4 ) , Fine Filters With 95% Efficiency Down To 5 Μm, Dx Cooling Coil 6 Rows Deep Of Copper Tubes With Aluminium Fins Suitable For Working With Dx Condensing Outdoor Unit, Min.1.2 Mm Thick Ss-304 Drain Pan With 13 Mm Nitrile Rubber Insulation, Fire Proof Flexible Connection At Outlet. Ahu Outerskin Shall Be 0.8Mm Pre-Coated Gss, Inner Skin Shall Be 0.8 Mm Plain Gi With Thermal Break Profile. Panels Shall Be 43± 2 Thick With Puf Injected With Density Not Less Than 38Kg / M3. The Quoted Price Shall Include The Price Of Necessary Control Wiring And Necessary Control Wiring And Necessary Kit For Interlocking Fan Shall Be Considered. Note:1 ) The Capacity Indicated Above Is For Reference Only, The Contractor Shall Design And Indicate The Actual Size, If Higher Size Units Are Required.2 ) The Pcc Pedestal / Bed Provided For Installation Of Ahu Will Be Measured And Paid Under The Relevant Item Of Soqr. 3 ) The Rate To Be Quoted For The Ahu Shall Be Excluding The Cost Of Ms Frame / Brackets / Supports. Thems Frame / Brackets / Supports Will Be Measured And Paid Separately Under The Relevant Item Of Soqr. 144 Supply, Erection, Testing And Commissioning Of Air Cooled Condensing ( Outdoor ) Unit Of Capacity Not Less Than 22 Tr ( 11Trx 2Nos Modules ) Suitable For Dx Air Handling Unit Mentioned In Item No. 1 Of Soqrcomplete With Scroll Compressor, R407c / R410a Refrigerant Gas, Thermostatic Expansion Valves, Condenser Coil With Suitable Size Fan & Motor, All Necessary Controls / Protection Viz., Thermostat, Hp / Lp Cut Out, Microprocessor Based Control Unit Including Necessary Power And Contol Wiring Between Air Handling Unit And Condensing Units, All As Specified And / Or Directed Etc., Complete. Note: 1 ) The Pcc Pedestal / Bed / Ms Frame / Brackets / Supports Provided For Installation Of Condensing Unit Will Be Measured And Paid Under The Relevant Item Of Soqr. 145 Supply, Erection, Testing And Commissioning Of Suitable Size Refrigerant Grade Copper Piping Between Dx Ahu ( Soqr No. 1 ) And 22 Tr Outdoor Condensing Unit ( Soqr No. 2 ) For Suction, Liquid And Discharge Lines Including All Fittings, Accessories, Tube Type Nitrile Rubber Insulation With Frp / Glass Cloth Rapped Over Insulation From Indoor To Outdoor Unit With Uv Resistant Paint Orclosed Cell Physically Crosslinked Polyolefin Foam With Frp / Glass Cloth Rapped Over Insulation With Uv Resistant Paint ( For Both Suction And Liquid Line ) , Anti Corrosive Paint Suitable For Exposed Joints, Sleeve ( Wall Crossing ) , Supports, Core Cutting In Brick / Concrete Wall As Required And Making Surface Good, Etc., All As Specified And / Or Directed Etc., Complete. Note: Both Suction And Liquid Piping Will Be Treated As One Unit And Will Not Be Measured Separately. Also Irrespective Of Number Of Pipes / Circuits The Measurement Of Pipes Will Be Made Only Once Between 22 Tr Capacity Condensing Unit ( Soqr No. 2 ) And Ahu ( Soqr No. 1 ) . 146 Supply, Erection, Testing And Commissioning Of Cassette Ac ( Four Way ) Of Cooling Capacity Not Less Than 3Tr, Inverter Type Rotary / Scroll Compressor, Aircooled Condensing Unit With Copper Cooling Coil, Fan Motor And Indoor Unit Complete With Filter Section, Cooling Coil Of Copper Tubes With Aluminium Fins, Electric Motor, Fans Includinginitial Charge Of R410a / R32 Refrigerant And Subsequent Charge / Tapping Of Refrigerant During Testing / Commissioning If Any, Etc. As Required, Including Minor Civil Works Like Core Cutting, Msstand / Supports For Ac Units All As Specified And / Or Directed Etc., Complete.Quoted Price Shall Include Cost Of Wireless Remote Controller, Cooling Thermostat, Required Length Of Power Cable With Plug Top And Control Cable Between Indoor And Outdoor Units, Earthing. Unit Shall Be Provided With Auto Clean Mode, Auto Timer Setting And As Per Specifications. 147 Supply, Erection, Testing And Commissioning Of High Wall Mount Type Split Ac Units Of 1.5 Tr Capacity, Minimum 5 Star Rating Inverter Type Rotary / Scroll Compressor, Aircooled Condensing Unit With Copper Cooling Coil, Fan Motor And Indoor Unit Complete With Filter Section, Cooling Coil Of Copper Tubes With Aluminium Fins, With Anti Corrosive Paint Suitable For Coastal Application, Electric Motor, Fans Includinginitial Charge Of R410a / R32 Refrigerant And Subsequent Charge / Tapping Of Refrigerant During Testing / Commissioning If Any, Etc. As Required, Including Minor Civil Works Like Core Cutting All As Specified And / Or Directed Etc., Complete. Quoted Price Shall Include Cost Of Wireless Remote Controller, Cooling Thermostat, Wiring, Control Cabling And Earthing. Unit Shall Be Provided With Auto Clean Mode, Auto Timer Setting And As Per Specifications. 148 Providing Ms Frame For Split Ac Outdoor Condensing Unit Including Painting With Two Coats Of Synthetic Enamel Paint Of Approved Make And Shade, Over A Coat Of Approved Steel Primer Etc., Complete 149 Supply, Erection, Testing And Commissioning Of Refrigerant Grade Copper Piping Between Indoorand Outdoor Units Of Suitable Size ( Both Suction And Discharge Piping Will Be Treated As One Unit And Will Not Be Measured Separately ) , Suction Line And Discharge Line Both With Insulation, Frp / Glass Cloth Rapped Over Insulation From Indoor To Outdoor Unit With Uv Resistant Paint; Anti Corrosive Paint For Exposed Copper Piping, Joints, Fittings, Accessories; Core Cutting In Brick / Concrete Wall As Required And Making Surface Good, Supports Etc. For 3Trcapacitycassette Ac Units 150 Supply, Erection, Testing And Commissioning Of Refrigerant Grade Copper Piping Between Indoorand Outdoor Units Of Suitable Size ( Both Suction And Discharge Piping Will Be Treated As One Unit And Will Not Be Measured Separately ) , Suction Line With Insulation And Discharge Line Without Insulation, Epoxy / Frp Uv Resistant Paint Suitable For Exposed Insulation And Anti Corrosive Paint Suitable For Exposed Copper Piping And Joints, Fittings, Accessories, Core Cutting In Brick / Concrete Wall As Required And Making Surface Good, Supports Etc. For 1.5Trcapacity High Wall Split Ac Units 151 Providing Voltage Stabiliser Of Suitable Rating For Input Range Of 180 V To 260 V With Time Delay, High / Low Cut Off, Meter To Read Input And Output Voltages, On / Off Switches Etc. As Required Suitable For 1.5Tr High Wall Split Ac Units 152 Providing Voltage Stabiliser Of Suitable Rating For Input Range Of 180 V To 260 V With Time Delay, High / Low Cut Off, Meter To Read Input And Output Voltages, On / Off Switches Etc. As Required Suitable For 3Tr Cassette Ac Units 153 Providing And Laying Of Cpvc ( Sdr11 ) Pipes Of 25 Mm Dia, With 9 Mm Thick Elastomeric Nitrile Rubber Tubular Insulation Laminated With Glass Cloth And Uv Paniting Of Thickness As Specified In Tender For Condensate Water Drain From The Split Ac Indoor Units To Nearest Drain Point, Fittings, Supportincluding Core Cutting In Brick / Concrete Wall As Required And Making Surface Good Etc. Complete 154 Providing And Laying Of Cpvc ( Sdr11 ) Pipes Of 32 Mm Dia, With 9 Mm Thick Elastomeric Nitrile Rubber Tubular Insulation With Frp / Glass Cloth Rapped Over Insulation For Condensate Water Drain From The Ac Indoor Units To Nearest Drain Point, Fittings, Supportincluding Core Cutting In Brick / Concrete Wall As Required And Making Surface Good Etc. Complete 155 Providing And Laying Of Cpvc ( Sdr11 ) Pipes Of 40 Mm Dia, With 9 Mm Thick Elastomeric Nitrile Rubber Tubular Insulation With Frp / Glass Cloth Rapped Over Insulation For Condensate Water Drain From The Ac Indoor Units & Ahus To Nearest Drain Point, Fittings, Supportincluding Core Cutting In Brick / Concrete Wall As Required And Making Surface Good Etc. Complete 156 Providing And Laying Of 75Mm Size Pvc Casing Suitable For Refrigerant Piping And Control Cable Between Split Ac Indoor And Outdoor Unit With Necessary Fittings, Supports Etc., All As Specified And / Or Directed Complete 157 Supply, Installation, Testing And Commissiong Of Inline Type Propeller Fresh Air Fan Ofcapacity Not Less Than 150 Cfm, Pressure Not Less Than 15 Mm Esp With Canvass / Flexible Duct As Required For Connecting The Inline Fan To The Fresh Air Intake Duct Including Providing Plenum If Required For Connecting The Fresh Air Fan To The Duct And Providing Filter, Louvre, Bird Screen At The Air Intake Point With Necessary Clamps, Screws Etc., All As Specified And / Or Directed Etc., Complete 158 Supply, Fabrication, Installation, Testing And Commissioning Of Site Fabricated Gi Sheet Metal Ducts Of 24 Guage ( Birmingham Gauge ) ( 0.63 Mm ) And Zinc Coating Not Less Than 120 G / M2 In Accordance With Approved Drawings Complete Withsupports, Rubber Gaskets, Rivets, Flanges, Etc., All As Specified And / Or Directed Etc., Complete. Note:1 ) The Rate Quoted For The Gi Ducting Deemed To Include The Cost Of Ms Supports. The Ms Supports Provided For Gi Ducting Will Not Be Measured And Paid Separately. 159 Supply, Fabrication, Installation, Testing And Commissioning Of Site Fabricated Gi Sheet Metal Ducts Of 22 Guage ( Birmingham Gauge ) ( 0.8 Mm ) And Zinc Coating Not Less Than 120 G / M2 In Accordance With Approved Drawings Complete Withsupports, Rubber Gaskets, Rivets, Flanges, Etc., All As Specified And / Or Directed Etc., Complete. Note:1 ) The Rate Quoted For The Gi Ducting Deemed To Include The Cost Of Ms Supports. The Ms Supports Provided For Gi Ducting Will Not Be Measured And Paid Separately. 160 Supply, Fabrication, Installation, Testing And Commissioning Of Site Fabricated Gi Sheet Metal Ducts Of 20 Guage ( Birmingham Gauge ) ( 1.0 Mm ) And Zinc Coating Not Less Than 120 G / M2 In Accordance With Approved Drawings Complete Withsupports, Rubber Gaskets, Rivets, Flanges, Etc., All As Specified And / Or Directed Etc., Completenote:1 ) The Rate Quoted For The Gi Ducting Deemed To Include The Cost Of Ms Supports. The Ms Supports Provided For Gi Ducting Will Not Be Measured And Paid Separately. 161 Supply, Fabrication, Installation, Testing And Commissioning Of Factory Fabricated Gi Sheet Metal Ducts Of 24 Guage ( Birmingham Gauge ) ( 0.63 Mm ) And Zinc Coating Not Less Than 120 G / M2 In Accordance With Approved Drawings Including Necessary Hangers, Supports, Rubber Gaskets, Rivets, Flanges Etc., All As Specified And / Or Directed Etc., Complete Note: 1 ) The Rate Quoted For The Gi Ducting Deemed To Include The Cost Of Ms Supports. The Ms Supports Provided For Gi Ducting Will Not Be Measured And Paid Separately. 162 Supply, Fabrication, Installation, Testing And Commissioning Of Factory Fabricated Gi Sheet Metal Ducts Of 22 Guage ( Birmingham Gauge ) ( 0.8 Mm ) And Zinc Coating Not Less Than 120 G / M2 In Accordance With Approved Drawings Including Necessary Hangers, Supports, Rubber Gaskets, Rivets, Flanges Etc., All As Specified And / Or Directed Etc., Complete Note: 1 ) The Rate Quoted For The Gi Ducting Deemed To Include The Cost Of Ms Supports. The Ms Supports Provided For Gi Ducting Will Not Be Measured And Paid Separately. 163 Supply, Fabrication, Installation, Testing And Commissioning Of Factory Fabricated Gi Sheet Metal Ducts Of 20 Guage ( Birmingham Gauge ) ( 1.0 Mm ) And Zinc Coating Not Less Than 120 G / M2 In Accordance With Approved Drawings Including Necessary Hangers, Supports, Rubber Gaskets, Rivets, Flanges Etc., All As Specified And / Or Directed Etc., Complete Note: 1 ) The Rate Quoted For The Gi Ducting Deemed To Include The Cost Of Ms Supports. The Ms Supports Provided For Gi Ducting Will Not Be Measured And Paid Separately. 164 Supplying And Fixing Thermal Insulation For Supply Air Ducts With 19 Mm Thick Self Adhesive Closed Cell Elastomeric ( Nitrile Rubber ) Sheet Reinforced With Aluminium Foilor Closed Cell Physically Crosslinked Polyolefin Foam Reinforced With Aluminium Foil All As Specified And / Or Directed Etc., Complete 165 Supplying And Fixingthermal Insulation For Return Air Ducts With 13 Mm Thick Self Adhesive Closed Cell Elastomeric ( Nitrile Rubber ) Sheet Reinforced With Aluminium Foilor Closed Cell Physically Crosslinked Polyolefin Foam Reinforced With Aluminium Foil All As Specified And / Or Directed Etc., Complete 166 Supplying And Fixing Acoustic Insulation For Ducting With Open Cell Nitrile Rubber Insulation Or Open Cell Physically Crosslinked Polyolefin Foam Insulation Of Thickness Not Less Than 15 Mm, Density Of Open Cell Nitrile Rubber Insulation Shall Not Be Less Than 130 Kg / M3 Including Adhesive Or Density Of Open Cell Physically Crosslinked Polyolefin Foam Shall Not Be Less Than 25 Kg / M3 Including Adhesive, Fixing Accessories All As Specified And / Or Directed Etc., Complete 167 Supplying And Laying Of Under-Deck Insulation With 25Mm Thick Closed Cell Elastomeric Nitrile Rubber / Closed Cell Physically Crosslinked Polyolefin Foam With Adhesive ( Fevicol Sr 505 ) , Gi Strip And All Necessary Support All As Specified And / Or Directed Etc., Complete. Note: Insulation Measurement Shall Be As Per The Tender Measurement Clause. 168 Supply, Erection, Testing, Balancing And Commissioning Of Aluminium Powder Coated Supply Air Grill With Vcd, Double Defelection Adjustable Blades As Per Requirement / Approved Drawingsincluding Fixtures, Screws Etc All As Specified And / Or Directed Etc., Complete 169 Supply, Erection, Testing, Balancingand Commissioning Of Aluminium Powder Coated Return Airgrill ( Without Volume Control Dampers ) As Per Requirement / Approved Drawings Including Fixtures, Gasket, Screws Etc., All As Specified And / Or Directed Etc., Complete. 170 Supply, Fixing, Testing & Commissioning Of Supply Air Diffusers With Powder Coated Aluminium Single Piece Moulded Frame With Opposed Blade Aluminium Extruded Construction Black Anodised Dampers As Per Requirement / Approved Drawing Including Fixtures, Gaskets, Screws, Etc., All As Specified And / Or Directed Etc., Complete. 171 Supply, Fixing, Testing & Commissioning Of Return Air Diffusers With Powder Coated Aluminium Single Piece Moulded Frame Without Dampers As Per Requirement / Approved Drawing Including Fixtures, Gaskets, Screws, Etc., All As Specified And / Or Directed Etc., Complete. 172 Supply & Installation Of Factory Fabricated Spill Air Boxes Made Out Of 0.8Mm Thick Gi Sheet With Necessary Spigot Connection For Fixing Flexible Duct And Suitable Collar For Connecting To Various Neck Diffuser / Slot Diffuser.The Box Should Be Internally Insulated With 6Mm Thick Nitrile Rubber Of Class O Material. Box Size Shall Be Of 450X450x350 Mm And Equivalent Required Rectangular Sizes With Gi Wire Support, 16G Gi U-Shaped Brackets With Gi Nut Of Suitable Size Welded To It. 173 Supply, Erection Testing And Commissioning Of Volume Control Dampers Forducts Made Of Gi Sheet Of Thickness Not Less Than 18 G Including Fittings, Gaskets, Nuts.Boltsetc., All As Specified And / Or Directed Etc., Complete 174 Supply, Installation, Testing And Commissioning Ofcombined Fire And Smoke Damper To Be Fitted At The Supply Air Wall Openings ( Inside Wall ) . These Dampers Shall Be Made From Gi Sheet In Multi Blade Construction. The Dampers Shall Be Provided With Seal On Sides To Prevent Spread Of Smoke And Fire. Testing Of Fire Damper Shall Be As Per Ul 555 And Certified By Cbri. All As Specified And / Or Directed Etc., Complete. 175 Supply, Installation, Testing And Commissioning Of Control Instruments And Sensorsrequired For Combined Fire And Smoke Damper Including Actuators, Temperature Sensor And Duct Mounted Smoke Sensor And Auxiliary Switch With All The Necessary Accessories For Fire & Smoke Damper ( Item No. 32 Of Soqr ) All As Specified And / Or Directed Etc., Complete.Note: 1 ) The Item Shall Be Complete With In-Built Temperature Sensor And Duct Mounted Smoke Sensor And Auxiliary Switch To Close The Dampers Simultaneously. 2 ) The Components Provided Under This Item Shall Be Such That The Dampers Also Actuate In Response To Signal From Central Fire Alarm System Which Shall Trip The Indoor Unit Along With Closing The Damper.3 ) The Cabling From The Central Fire Alarm System Upto The Combined Fire And Smoke Damper Will Be Provided By The Fire Alarm System Contractor.4 ) The Damper Will Be Measured And Paid Under The Relevant Item Of Soqr. 176 Supply, Erection Testing And Commissioning Of Fresh / Exhaust Airlouvers Made Of Extruded Aluminium With Bird / Insect Screen Including Volume Control Damper Made Of Aluminium. Note : The Lowest Louvers Of The Assembly Shall Extend Out Slightly To Facilitate Disposal Of Rain Water Without Falling On The Door / Wall On Which It Is Mounted All As Specified And / Or Directed Etc., Complete. 177 Supply, Erection, Testing And Commissioning Of 300Mm Dia. - Butterfly Damper Should Constructed With Not Less Than 0.8Mm Thick Galvanized Steel Sheet, With Single Flap, Necessary Stopper, Flanges For Fastening On To The Duct Surface And With Grooves For Clamping The Flexible Ducts Securely All As Specified And / Or Directed Etc., Complete 178 Supply, Erection, Testing And Commissioning Of 250Mm Dia. - Butterfly Damper Should Constructed With Not Less Than 0.8Mm Thick Galvanized Steel Sheet, With Single Flap, Necessary Stopper, Flanges For Fastening On To The Duct Surface And With Grooves For Clamping The Flexible Ducts Securely All As Specified And / Or Directed Etc., Complete 179 Supply, Erection, Testing And Commissioning Of 100 Mm Dia. - Butterfly Damper Should Be Constructed With Not Less Than 0.8 Mm Thick Galvanized Steel Sheet, With Single Flap, Necessary Stopper, Flanges For Fastening On To The Duct Surface And With Grooves For Clamping The Flexible Ducts Securely.All As Specified And / Or Directed Etc., Complete 180 Supply, Erection Testing And Commissioning Of Aluminium Flexible Duct Of 300 Dia With Insulation All As Specified And / Or Directed Etc., Complete 181 Supply, Erection Testing And Commissioning Of Aluminium Flexible Duct Of 250 Dia With Insulation All As Specified And / Or Directed Etc., Complete 182 Supply, Erection Testing And Commissioning Of Aluminium Flexible Duct Of 100 Mm Dia With Insulation All As Specified And / Or Directed Etc., Complete. 183 Supply And Fixing Of Hand Held Carbon Dioxide Type Fire Extinguisher Of 4.5 Kg Capacity As Per Is - 2878, Duly Charged, With Bis / Isi Mark, Complete With Accessories Including Placing At A Suitable Location With Floor Mounting Type Ms Stand Or Mounting With Suitable Fixture On Wall / Column Etc., All As Specified And / Or Directed Complete. The Contractor Has To Furnish A Copy Of Bis / Isi Certificate And Controller Of Explosive Certificate Along With The Extinguishers, Complete In All Respect. 184 Supply And Fixing Of Hand Held Fire Extinguisher - Abc Powder - 6 Kg Capacityas Per Is - 13849 / 14609, Duly Charged, With Bis / Isi Mark, Complete With Accessories Including Placing At A Suitable Location With Floor Mounting Type Ms Stand Or Mounting With Suitable Fixture On Wall / Column Etc., All As Specified And / Or Directed Complete. The Contractor Has To Furnish A Copy Of Bis / Isi Certificate Along With The Extinguishers, Complete In All Respect.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
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Power #8649695 AOC
Tender For Construction Of Security Building For Barc (F), Rr Site Via Kota, Rajasthan.; 1 Part-I : Civil WorksSection- A: EarthworkEarth work excavation by mechanical means (Hydraulic excavator) / manual means in all types of soil other than soft and hard rock, dressing the sides of foundation, ramming of bottom etc. including shoring and dewatering (if necessary) and refilling with selected excavated earth in layers of not more than 500 mm thick, each layer well rammed and consolidated including disposing the surplus earth within a distance of 200 m all as per specifications including clearing Jungle, uprooting of vegetation, grass, etc. complete andas directed by the Engineer-in-charge. 2 From 0.00 to 1.50 m depth from Average Ground Level 3 Earth work excavation by mechanical means (Hydraulic excavator) / manual means in foundation, in Soft Rockincluding shoring, dewatering if necessary, dressing the sides, ramming the bottom, refilling the sidesetc. with available selected excavated earth in layers of not exceeding 500 mm in depth, each layer well rammed and consolidated disposal of surplus excavated material within a lead of 200 m complete as per specifications and as directed by the Engineer-in-charge. 4 From 0.00 to 1.50 m depth from Average Ground Level 5 Earth work excavation in foundationin Hard Rockby Chiselling and / or by mechanical means (Hydraulic excavator)/ Manual means including dewatering if necessary, dressing the sides, ramming the bottom,and stacking and / or disposing within a distance of 200 m and filling the sides of foundation with available selected excavated earth in layers not exceeding 500 mm in depth, each layer well rammed and consolidated etc.complete all as per specifications and as directed by the Engineer-in-Charge. 6 From 0.00 to 1.50 m depth from Average Ground Level 7 From 1.50 to 3.00 m depthfrom Average Ground Level 8 Earth work excavation in foundation in Hard Rock by controlled Blasting (including explosive,drilling, muffling, pre shear line drilling )and by mechanical means (Hydraulic excavator) / Manual means including dewatering if necessary, dressing the sides of foundation, ramming the bottom of foundation, stacking and / or disposing within a distance of 200 m and filling the sides of foundation with available excavated earth in layers not exceeding 250 mm in depth, each layer well rammed and consolidated etc. complete all as per specifications and as directed by the Engineer-in-Charge. Blasting works to be executedas per safety norms and as per specifications and as directed by the Engineer-in-charge. 9 From 0.00 to 1.50 m depth from Average Ground Level 10 From 1.50 to 3.00 m depthfrom Average Ground Level 11 From 3.00 to 4.50 m depthfrom Average Ground Level 12 From 4.50 to 6.00 m depthfrom Average Ground Level 13 Supplying and stacking good excavated earth available at site , including compaction of earthwork in embankment under optimum moisture conditions to give at least 95% of the maximum dry density ( Proctor density). 14 Cutting and felling trees of girth beyond 30 cm up to and including 60 cm 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 materials complete as per specifications and as directed by the Engineer-in-charge. 15 Lead charges for 1st 1 KM or part thereof, by mechanical transport including loading unloading, stacking / levelling etc. 16 Soil 17 Rock 18 Debris 19 Lead charges for Lead exceeding 1 KM but not exceeding 2 KM, by mechanical transport including loading, unloading, stacking / levelling etc. 20 Soil 21 Rock 22 Debris Note: The rates in respect of Item Nos. 7and 8 are applicable for NET Quantities arrived at after making deduction for voids @ 20% in respect of soil ,@ 50% in respect of Rock and @30% in respect of debrisfrom corresponding STACK / TRUCK Measurement 23 Supplying and injecting with approved quality chemical emulsion at the rates and concentrations as per IS 6313-2001 Part II for preconstructional antitermite treatment and creating a chemical barrier under and alround the masonry pits, masonry foundations, wall trenches, plinth filling, junctions of wall and floor, expansion joints, surfaces of RCC works for a depth of min. 500 mm from the finished ground level, surrounding of pipes, conduits etc., walls retaining soil above floor level, apron and drain along the perimeter of the building including all byeworks complete as per specification / IS 6313:2001 or latest revision and direction of Engineer-In-charge (only ground floor plinth area of the building will be measured for the payment in the following three stages. i) 20% after completion of the foundations ii) 50% after completion of the ground floor flooring iii) 30% after completion ofall treatment works including ground floor doors & windows. Work to be executed by approved agency and specified guarantee for 10 (ten) years shall be furnished by the contractor. 24 SECTION -B: Plain Cement Concrete & Reinforced Cement ConcreteProviding and laying in position cement concrete of 1:4:8 (1 cement, 4 crushed sand, 8 graded stone aggregate of maximum size 20 / 40 mm) with minimum cement content as per the latest revision of the relevant IS code including consolidation, finishing, curing etc. complete as per specifications and drawingsbut excluding the cost of Form work shuttering, centering complete at all levels. 25 Providing and laying in position cement concrete of 1:3:6 (1 cement, 3 crushed sand, 6 graded stone aggregate of maximum size 20 mm) with minimum cement content as per the latest revision of the relevant IS code including consolidation, finishing, curing etc. complete as per specificationsand drawings but excluding the cost of Form work shuttering, centering Complete at all levels. 26 Providing and laying in position cement concrete of 1:2:4 (1 cement, 2 crushed sand, 4 graded stone aggregate of nominal size 20 mm) with minimum cement content as per the latest revision of the relevant IS code including consolidation, finishing, curing etc. complete as per specification and drawingsbut excluding the cost of Formworkshuttering, centering complete at all levels. 27 Providing and fixing at all levels, precast members using cement concrete 1:2:4 (1 cement, 2 crushed sand, 4 graded stone aggregate of max. size 20 mm) in copings and / or bed blocks, plain window sills, shelves, louvers, steps, staircases, trench covers, drain covers etc. including hoisting and setting in position with C.M 1:3 (using crushed sand) cost of required centering, shuttering and finishing smooth with 6 mm thick cement plaster 1:3 (using Crushed sand) on exposed surfaces complete as per specifications at all levels. 28 Providng and fixing at and near ground level precast cement concrete 1:2:4 in kerbs, edgings etc. as per approved patterns and setting in position with C.M 1:3 (using crushed sand) including consolidation, curing, cost of required centering, shuttering, finishing smooth with 6 mm thick cement plaster 1:3 (using crushed sand) on exposed surfaces complete as per specifications and as directed by the Engineer-in-charge. 29 Providing and laying in position Reinforced CementConcrete (RCC) of grade M-20 using 20mm maximum size aggregates and crushed sand of approved quality including admixtures of approved brand and quality (plasticiser or super plasticiser) if required, including weigh batching,mechanical mixing, transporting, placing, vibrating, consolidation, finishing, curing etc. complete but excluding the cost of centering, shuttering and reinforcement complete as per specifications up to Plinth Level.Note : The minimum cement content for RCC works should be as per the latest revision of the relevant IS code. 30 Providing and laying in position Reinforced CementConcrete (RCC) of grade M-30 using 20mm maximum size aggregates and crushed sand of approved quality including admixtures of approved brand and quality (plasticiser or super plasticiser) if required, including weigh batching,mechanical mixing, transporting, placing, vibrating, consolidation, finishing, curing etc. complete but excluding the cost of centering, shuttering and reinforcement complete as per specifications up to Plinth Level.Note : The minimum cement content for RCC works should be as per the latest revision of the relevant IS code. 31 Providing and laying in position Reinforced CementConcrete (RCC) of grade M-30 using 20mm maximum size aggregates and crushed sand of approved quality including admixtures of approved brand and quality (plasticiser or super plasticiser) if required, including weigh batching,mechanical mixing, transporting, placing, vibrating, consolidation, finishing, curing etc. complete but excluding the cost of centering, shuttering and reinforcement complete as per specifications in superstructure up to 20.00m height.Note : The minimum cement content for RCC works should be as per the latest revision of the relevant IS code. 32 EXTRA (over Item nos. 10,11,12,15,16 and 17) forReady Mixed Concrete ofall Grades of RCC / PCC manufactured in Fully Automatic Batching plantproduced inside Project areasas per direction of Engineer-in-chargecomplete as per specifications . 33 Providing and laying in position PLUM Concretewith 70 % cement concrete of 1:3:6 (1 cement, 3 crushed sand, 6 graded stone aggregate of maximum size 20 mm) and 30 % 150 to 230 mm size soling stones spreading uniformlyas per directions of the Engineer-in-Chargeincluding consolidation, finishing, curing etc. complete as per specifications and drawings but excluding the cost of Form work shuttering, centering complete at all levels 34 SECTION -C: Reinforcement Steel, Structural Steel & Formwork Providing Reinforcement Steel for reinforced cement concrete at all levels including supplying, preparation of bar bending schedules, cutting, bending, transporting, fixing, tieing in position with PVC coatedG.I binding wire, all labour charges, cost of cover blocks in specified grade of concrete etc. complete as per specifications and drawings.Steel supplied by the contractor. Using TMT bars of specified grades all dia bars. TMT bars to be supplied by the contractor shall conform to IS – 1786(Latest edition) and BARC specification . Note: 1) The contractor shall supply documentary evidence of purchase of steel, Test certificate from approved manufacturers and also testing third party from approved laboratories without any extra cost. 2) Binding wire required for the work will have to be supplied by the contractor at their own cost and will not be measured for payment. 3) Cover blocks shall be of same grade of concrete. 35 Providing Structural steel work in M.S Plain Plates and Chequrred Platesfor Embedded Parts, Trench Covers, Connection plates etc.including cutting, hoisting, fixing in position and applying a priming coat of approvedzinc chromate steel primer etc.including cost ofstructural steel Plates, welding all labour charges etc. complete as per drawings and specifications. Usingmaterialsof approvedmanufacturers. All test reports to be provided along with the supply of the materials conforming to IS:2062. 36 Providing Structural steel work using angles, channels, joists and other sections, weldedand / or bolted in built up sections for trusses , structural steel floors, frame works, monorails and other structuresincludingsupplying, cutting, welding, fabricating, hoisting, fixing in position, applying a priming coat of approved steel primer etc. complete all as per specifications, drawingsand as directed by theEngineer in charge. 37 Up to and including 300 mm Joists, 350 mm channels, and below sections using materials ofapproved manufacturers.(ISI marked) All test reports to be provided along with the supply of the materialsconforming to IS:2062Notes for Item No. 21 & 22.01:1. The contractor shall supply documentary evidence of purchase of steel, Test certificate from approved manufacturers and also third party testing from approved laboratories with out any extra cost. 2. Welding weights, connections, bolts and nuts shall notbe measured for payment but the cost of which shall be deemed to have been included in the rates. 3. Welding Electrodes from approved manufactrers meetinf all the technical specifications (the electrode gives smooth radiographic quality weld with low spatter and smoke) grade only shall be used. 4. Holes to be drilled only by Drilling machines and gas cutting of holes are not permitted. 5. Rate inclusive of all consumables like GAS, welding electrodes and tools and tackles etc. 38 Providing, supplying, cutting, welding, fabricating, hoisting and fixing in position structural steel members like pergolas, trusses, purlins, posts etc. using MS hollow / circular / square / rectangular tubular sections including applying a coat of Zinc chromate primer of approved make all as per specifications as per relevent codes and standards; all as per specifications, drwaings and as dircted by Engineer in Charge.Notes: 1. Yst 310 Conforming to IS 4923:1997 (Reaffirmed in 2009) with yield stregth of 310 N/sq. mm (For all rectangular Box sections Grade of steel to be used.) 2. Structural steel confirming to IS 2062 shall be supplied from approved manufacturers from their own plants rolled from virgin materials to be procured directly or from their authorised dealers and test certificate to be produced. 3. The contractor shall supply documentary evidence of purchase of steel, Test certificate from approved manufacturers and also third party testing from approved laboratories with out any extra cost. 4. Welding weights, connections, bolts and nuts shall notbe measured for payment but the cost of which shall be deemed to have been included in the rates. 5. Welding Electrodes from approved manufactrers meetinf all the technical specifications (the electrode gives smooth radiographic quality weld with low spatter and smoke) grade only shall be used. 6.Holes to be drilled only by Drilling machines. Gas cutting of holes are not permitted . 7. Rate inclusive of all consumables like GAS, welding electrodes and tools and tackles etc. 39 Providing and fixing hand rail of approved sizeby welding etc. to steel ladder railing, balcony railing & staircases railing including applying a priming coat of zinc chromate steel primer etc. complete as per specifications using M.S tubes of ISI marked (Medium) of specified diameter and thickness. 40 Providing and fixing hand rail using304 grade Stainless Steel pipesof approved size and qualityby welding, mirror / matt polishing, fixing at siteetc. forbalcony railing & staircases railing including special sections as per drawings, specifications. complete as directed by the Engineer-in-charge. 41 Providing and fixing 304 grade Stainless Steel pipesof approved size, make and quality by cutting and placing in position including embedding if necessary complete as per specification and as directed by the Engineer in charge. 42 Providing and fixing in position 50 mm thick Thermocoleboard heavy density minimum 18.00 Kg/ CuM weight wrapped in 200 micron thickness Polythene sheets and placingin machine foundation workscomplete as per specifications and drawings andas directed by the Engineer incharge. 43 Providing and fixing at all levels MS bolts including nuts and washers of approved size, quality and makeas per requirements, drawingscomplete all as directed at site by the Engineer in charge 44 Providing and fixing at all levels SS bolts including nuts and washers of approved size, quality and make as per requirements and as per specifications, drawingscomplete all as directed at site by the Engineer in charge 45 Providing and fixingfabricated embedded parts/ platesmade 304 grade Stainless Steel pipes/ Plates/ Flanges etc.as perdrawings of approvedmake and qualityby welding,fixing, embedding in concreteat siteetc.as per drawings, specifications complete. Note :A sample to be fabricated and to be got approved by theProject Engineerbefore starting of work at site. This work to be executed through approved specialized agency. 46 Labour charges for Fixing in position in RCC / Masonry/ Form workMild steel or Stainless steel fabricatedEmbedded Parts supplied by the Department including transporting from the departmental stores, aligning, fixing in position, welding, providing necessary supporting arrangements etc. complete all as per drawings and specifications and as directed by the Project Engineer. 47 Weighing Up to 100 kg 48 Weighing Up to 100 kg and inclusive of 1000 Kg 49 Weighingabove 1000 KgNote : M.S. Steel / Reinforcement steel/ jigs & fixtures if required for supporting shall be paid under relevant item. 50 Providing , centering ,shuttering Form work using PVC film facedplywood to get a neat form finish surface for all types of structures including necessary strutting, proping, staging, supports etc and deshuttering the same after the specified time all as per drawings, specifications and as directed by the Engineer-in-charge at all levels 51 For Sub Structure 52 For Super Structure 53 For Circular & curved shuttering In Sub Structure 54 For Circular & curved shuttering In Super structure 55 Providing and fixing double tubular scaffolding system using H- frames with cup lock type on the exterior side upto seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre horizontal and vertical tubes joining with cup and 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 thereafter. The scaffolding system shall be stiffened with bracings, runners, connection with building etc. wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and as approved by the Engineer -in - charge. The elevational area of the scaffolding shall be measured for payment purposes. The payment shall be made once irrespective of duration of scaffolding. 56 SECTION -D: Masonry works & PlasteringProviding and constructing Half brick masonry using Flyash/ FlyashLime bricks in substructure with minimum 70 kg / Sq.cm strength of approved make and size in partition walls in C.M 1:4 using crushed sand including scaffolding, raking out joints, curing etc. complete and with stiffners of RCC 1:2:4 (105 X 75 mm size) at every 900 mm height including form work curing etc. complete as per specifications but excluding reinforcement. (Reinforcement will be paid under relevant item) 57 Providing and constructing Half brick masonry using Flyash/ FlyashLime brickswith minimum 70 kg / Sq.cm strength of approved make and size in partition walls in C.M 1:4 (using crushed sand) including scaffolding, raking out joints, curing etc. complete and with stiffners of RCC 1:2:4 (105 X 75 mm size) at every 900 mm height including form work curing etc. complete as per specifications but excluding reinforcement in Super Structure at all levels. (Reinforcement will be paid under relevant item) 58 Providing and constructing Brickwork in cement mortar 1:6using crushed sand withFlyash / FlyashLime brickswith minimum 70 kg / Sq. cm strength of approved make and size in Sub structure including, scaffolding, raking out joints, curing, cleaning complete all as per specifications and drawings. 59 Providing and constructing Brickwork in cement mortar1:6 using crushed sand withFlyash/ FlyashLime bricks with minimum 70 kg/ sq.cm strength of approved make and size in super structure at all levelsincluding, scaffolding, raking out joints, curing, cleaning complete all as per specifications and drawings. 60 Providing and constructing Random Rubble masonry using approved Rubble stone in foundation and plinth in C.M 1:6(using crushed sand) including raking out joints or simultaneous flush pointing below ground level / plinth level, curing etc. completeas per drawings and specifications. 61 Providing and constructing Random Rubble masonry using approved Rubble stone in super structure (above plinth) at all levels in C.M 1:6(using crushed sand) including raking out joints or simultaneous flush pointing above ground level / plinth leveland upto20m height including scaffolding, curing etc. complete as per drawings and specifications. 62 Labour charges for constructing Random Rubble masonry using Rubble Stone available at site in foundation and plinth in C.M 1:6(using crushed sand) including cost of bond stones, raking out joints or simultaneous flush pointing below ground level / plinth level, curing etc. completeas per drawings and specifications. 63 Labour charges for constructing Random Rubble masonry using Rubble Stones available at site in super structureupto 20m height at all levels in C.M 1:6(using crushed sand) including cost of bond stones, raking out joints or simultaneous flush pointing , curing etc. completeas per drawings and specifications. 64 Forming of grooves of uniform size from 12 mm X 12 mm to 25 mm X 15 mm in plastered surfaces as per approved pattern using wooden batterns, nailed to the under layer including removal of wooden batterns, repair to the edges of plaster panels and finishing the groove complete as per specifications and as per the direction of Engineer-in-charge 65 Providing 15mm thick plastering using Ready mix internal plastering compound of approved make for internalfaces of brickwork / concrete surfaces including preparation of the surface, curing, cleaning, scaffolding completeall as per specifications and as directed at site by the Engineer-in-charge 66 Providing20 mm thick plastering using Ready mixexternal plastering compound ofapproved make for externalfaces of brickwork / concrete surfaces including preparation of the surface, curing, cleaningscaffoldingat all heights complete, all as per specifications including forming drip moulds wherever necessary and as directed by the Engineer-in-charge 67 Providing and fixingG.I. chicken mesh in the junctions of concrete & brick work / masonry or as directed by the Engineer in charge including cutting, fixing with nails in position before plasteringcomplete all as directed by the Engineer-in-charge. (Only area of the chicken mesh used alone will be measured) 68 SECTION -E: Flooringworks Providing and layingminimum 25 mm thickuniform shade Kotah stone flooring over 20 mm thick (Avearge) base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing in minimum three levels to obtainmirror polish complete with base cement mortar 1:4 (using crushed sand) all as per specifications, patterns and drawings complete. 69 Providing and fixing Heat Resistant Terrace Tiles (300 mm x 300 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. 70 Providing and LayingMinimum 25 mm thickuniform shade Kotah stonetreads and risers of steps, skirting,window sills in single length up to 2.00 metres length slabdado and pillars laid on 12 mm thick (average) cement mortar 1:3 (using crushed sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing to obtain mirror finishcomplete as per specifications, drawings and as directed by the Engineer-in-charge 71 Extra (over Item No. 48) for nosing in steps of treads Using Kotah stone 72 Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS 15622 of approved make, shade andcolour of size ranging from300 - 600 mm long and 300 mm - 600 mm wide and thickness not less than 6 mmas approved byEngineer-in-charge in skirting, risers of steps and dados over 12 mm thick bed of cement mortar 1:3 (using crushed sand), setting the tiles in cement slurry and pointing the joints withmatching colour Tile grout of approved make of matching shade including using PVC tile trim in the exposed corners, complete as per drawings, patterns and specifications complete as directed by the Engineer-in-charge. 73 Providing and fixing 1st quality ceramic glazed floor tiles of minimum 300 - 600 mm long and300 - 600 mm wide andthickness not less than 6 mm conforming to IS 15622 of approved make in all colours and shades as approved byEngineer-in-charge over a bed of 20 mm thick bed of cement mortar 1:4 (using crushed sand) and jointing with grey cement slurry including pointing with white cement based Tile grout of approved make and matching shade complete as per patterns, drawings and specifications complete as directed by the Enginner-in-charge 74 Providing and fixing Glazed VITRIFIED floor tiles of approved make of size above 600x 600mm and up to and including900 x 900mm conforming to IS 15622 inall colours and shades in Glossy or Matt or satin finishlaid over a bed of minimum20 mm thick bed of cement mortar 1:4 (using Crushed sand) and jointing with grey cement slurry including grouting with the joints withwhite cement based Tile Grout of approved make and matching shade complete as per patterns, drawings and specifications complete as directed by the Engineer-in-charge 75 Providing and Fixing3.00 mm thick Homogeneous PVC sheet / tile in flooring and skirting of approved make or approved equivalent meeting all the technical specifications as per relevant codes and standards in approvedpattern on a smooth and damp proof base using rubber based adhesive of approved quality and manufacturer meeting all the technical specifications as per relevant codes and standards including leveling small undulations with plaster of paris if required, rolling with light wooden roller weighing about 5 kg all complete as directed by Engineer-in-charge in approved colour and shade. 76 Supplying, stacking and laying of 230mm thickrubble soling stones as under floor baseincluding packing with smaller stone and compacting, ramming including spreading and consolidation of blinding material, murum etc. complete all as per specifications and as directed by the Engineer-in-charge. 77 Murum fillingunder floors of specifiedthickness in layers ofnot more than 150 mm thickness including supplying required materials andconsolidation etc. complete (Murum to be brought from outside campus ofRR Site). 78 Providing, supplying and laying pre polished granite slab flooring / dado / Wall claddingof approved blackshade, colour and texture withnot less than15-17mm thick graniteslabsover20 mmthick base cement mortar 1:4 (using crushed sand) laid and placedwith grey cement slurry includingfilling the joints with matching whitecement basedtile groutcomplete all as per specifications and drawings. 79 Providing, supplying and laying pre polished granite slab flooring / dado / Wall claddingof approved shade other than black, colour and texture withnot less than 15-17mm thick graniteslabsover20 mmthick base cement mortar 1:4 (using crushed sand) laid and placedwith grey cement slurry includingfilling the joints with matching whitecement basedtile groutcomplete all as per specifications and drawings. 80 Providing and fixing 1st qualitydigital highlighter300 x 450 mm- wall tiles meeting all the technical specifications as per relevant codes and standardsas and as approved byEngineer-in-charge in skirting, risers of steps and dados over 12 mm thick bed of cement mortar 1:3 (using crushed sand), setting the tiles in cement slurry and pointing the joints withmatching colour Tile grout compound meeting all the technical specifications as per relevant codes and standards of matching shade complete as per drawings, patterns and specifications complete as directed by the Engineer-in-charge. 81 Providing and fixing 1st qualityDigital highlighter 300 x 600mm- wall tiles meeting all the technical specifications as per relevant codes and standards and as approved byEngineer-in-charge in skirting, risers of steps and dados over 12 mm thick bed of cement mortar 1:3 (using crushed sand), setting the tiles in cement slurry and pointing the joints withmatching colour Tile grout compound meeting all the technical specifications as per relevant codes and standards of matching shade complete as per drawings, patterns and specifications complete as directed by the Engineer-in-charge. 82 Providing and fixing minimum 15-17 mm thick gang saw cut mirror polished (pre-moulded and pre-polished) machine cut Granitefor kitchen platforms, vanitiy counters, wash basin counters, door frames, window sills, facias and similar locations of required size of approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (using crushed sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing the edges to give high gloss finish etc. complete at all levels. 83 Extra (over Item No. 60) for providing edge moulding to Minimum 15 mmthick Granite Slab counters, Vanitis etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-charge. 84 Section- F:Doors, Windows, Glazing & False Ceiling works Providing and fixing anodized aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections / Z sections and other sections of approved make or approved equivalent meeting all the technical specifications as per relevant codes and standards conforming to IS 733 and IS 1285 fixed with rawl plugs and screws or with fixing clips or with expansion hold fastners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC / neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically whereever required including cleat angle, aluminium snap beading for glazing / panelling, C.P brass / stainless screws all complete as per drawings and and directions of Engineer-in-charge including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of PVC / neoprene gasket required filling the gaps using silicon grout sealent etc. (fittings glazing and panelling shall be paid for separately)Notes: 1) The rates for aluminium is inclusive of all fastners required for fabrication and fixing in the walls. 2) All joints shall be of mittered Joints 3) A long M.S rod threaded at both ends to be provided in all aluminium door shutters in Top & bottom Horizontal members internally connecting Vertical members and fixed with M.S washers & nuts. 4) Only Aluminium members alone shall be measured and paid for. 5)Detailed fabrication drawings to be prepared and got approved by Project Engineer. 85 Anodised Aluminium sections (Minimum anodizing thickness of 15 micron) 86 Extra over above item for providing Colour Anodizing / Dyed anodizing Aluminium sections of approved colour with matching colour fittings. 87 Providing and fixing glazing in aluminium doors, window, ventilator shutters and partitions etc with PVC / Neoprene gasket etc. complete as per the architectural drawings and directions of the Engineer-in-charge (Cost of snap beading shall be paid in basic item). 88 Withclear float glass panes of 6.00 mm thickness 89 Providing and fixing glazing in aluminium doors, window, ventilator shutters and partitions etc. with PVC / Neoprene gasket etc. complete as per the architectural drawings and directions of the Engineer-inCharge. 90 With tinted toughened floatglass panes of 6.00 mm thickness 91 With frostedglass panes of 6.00 mm thickness 92 Providing and fixingapproved quality stain less steel body roller wheelsfor slidingshutters 93 Providing and fixing approved quality and shape star locks cum handle for sliding shutters 94 Design, fabrication, supply and installation of frameless clear, toughened float glass of specified thickness for fixed glazing and openable panels (doors) with crystal edge polish and necessary patch fittingsfor swing doors, hunged on floor spring, , S.S.handles and locking arrangement and clear toughened float glass fixed for fins and all joints sealed with weather silicone sealent and fixed portion glass from top sides and bottom with anodised (minimumthickness 25 microns) Aluminium C channels (25 mm X 25 mm X 1.5mm thick)and all glass to glass joints sealed with clear thick weather silicone sealent and making the required grooves in plaster/concrete for fixing channels etc and making good the same with sealent/plaster of paris etc. complete all as per approved shop drawings, specifications and as directed by Engineer-in-charge. Note: Shop drawings to be prepared by the contractor as per the site conditions and the same shall be submitted for approval of Project Engineer before procurement. 95 Frameless fixed panels using 12mm thick clear toughened float glass including making cutouts, finishing the edges sealents etc complete. Glass area alone shall be measured and paid (necessary patch fittings shall be paid under relevant Item) 96 Frameless openable panels (swing doors) using 12mm thick for door leaves including making cut outs/ holes, finishing the edges with crystal edge polish ,sealents etc complete. Glass area alone shall be measured and paid (necessary patch fittings, locks & floor springs shall be paid under relevant Item) 97 Providing, supplying and fixingTop & bottom patch fittings with covers to suit floor springs & free pivots . 98 Providing, supplying fixing of Over panelpatch fittings withbacking plate and pivots 99 Providing, supplying fixingofhigh light to side light / corner link patch fittings with covers to suit floor springs & free pivots . 100 Providing, supplying fixingof connectinglink patch fittingsfor two or four glass 101 Providing, supplying fixingof Floor Spring with spindle insert closing force EN3, EN4,EN6with stainless steel satin finish cover plate complete including makingcut outs on floor & finishing the same complete. 102 Providing, supplying fixingofUniversal Centre lock with strike Plate 103 Providing, supplying fixingof corner lock with strike plate 104 Providing, supplying fixingofwall to glassconnectingpatch fittingsforfixed glass 105 Providing, supplying and fixing back to back Stainless steel Handle of 720 mm long 106 Providing and Fixing in position Suspended false ceiling system using 600 x 600mm Calcium Silicate Ceiling tiles having 15mm densified edges and 100% humidity resistance, incombustible as per BS476 part IV with thermal conductivity of 0.043 w/m KC and approved surface design and edge profileplaced in a suspended grid of size of 600 x 600mm made of hot-dipped G.I steel sections having an exposed surface capping of pre-finished baked polyester painted coil wherein the main tee of size 24mm x 38mm x 0.33mm shall be suspended at 1200 mm centers along the length of ceilingwith 4mm dia G.I wire with necessary level adjusters and cross tees of size 24 x 28 x 0.33mm x 1200 mm shall be inserted in to slots between the main tees at 600mm centersand thereafter in directionvertical to the longer tees, cross tees of size 24 x 28 x 0.33mm x 600mmshall be inserted to form a grid size of 600 x 600 mm resting on the periphery walls on wall angles of size 20mm x 20mm x 3000 mm x 0.40 mm thickness.The rate shall include providing necessary openings for light fixtures, diffusers, trap doors etc to be made as per layout drawings. The work shall be carried out as per directions of Engineer-in-charge.The main teesto besuspended from the ceiling/ soffit with the help of metal dash fastners of 6mmx50mm, soffit clits of 25mmx35mmx1.60mm and 4mm dia G.I wire with galvanized spring steel leveling clips. the entire grid system shall be designed to bear a distributed load of minimum 15 kg/Sq.m (Only calcium silicate false ceiling area will be measured for the purpose of payment). 107 False Ceiling- tiles- Cosmos / Spintone / Hexa / Quadra Models with micro look system. 108 Providing and fixing in position suspended false ceiling system using 12 mm thick calcium silicate boards of100% humidity resistance, incombustible as per BS476 part IV with thermal conductivity of 0.043 w/m KCplaced in a suspended grid of size of 600x 600mm made of hot-dipped G.I steel sectionswherein the ceiling sections of 0.55 mm thickshall be suspended at 1200 mm centres along the length of ceilingwith 4mm dia G.I wires/ 1 mm thick strip hangers made ofG.I sheet sections with necessary level adjusters andinter channelsof 0.90mm thick with connecting clips andresting on the perifery walls on wall angles of 0.55 mm thickness including providing necessary openings for light fixtures, diffusers, trap doors etc to be made as per layout drawings and as per directions of Engineer-in-charge.The main teesto besuspended from the ceiling/ soffit with the help of metal dash fastners of 6mmx50mm, soffit clits of 25mmx35mmx1.60mm and 4mm dia G.I wire with galvanised spring steel levelling clips/G.I strip Hangers at 600mm centers . the entire grid system shall be designed to bear a distributed load of minimum 25 kg/Sq.m (Only calcium silicate false ceiling area will be measured for the purpose of payment)Notes: For Item Nos. 68 & 69 - (1) The mode of measurement shall be actual area of False ceiling and no deduction will be made for light fittings and diffusers. (2) Quoted Rate shall also includes: i) Anchor Fasteners for Drop rods.ii)Providing additional GI channel/angle/or any other suitable section for fixing of vertical member at junction of level difference in false ceilingwherever required.(3)Contractor has to submit shop drawing for the system for approval of Engineer-in-charge before proceeding with the work. (4)Work should be carried out as per manufacturers specifications andonly through approved executor/applicator and in co-ordination with the agency of HVAC /Mechanical/Electrical work and no extra will be paid for the same. (5)False ceiling workin any area should be commenced only after clearance from departmental representatitive is sought in writing for completion of HVAC ducting work. No additional claim, whatsoever, will be entertained by the Department in this regard. 109 Providing and fixing of Hollow metal fire rated (2 hr fire rating) Single leaf / double leaf doors of specified size as per IS 3614 part-1 & part-2 for stability and integrity. Pressed Galvanized steel confirming to IS 277 with the following specification. Recommended fire door shall have doors tested at CBRI or ARAI for maximum rating of 2hrs with vision panel. Test certificates shouldbe available for vision lites /panels as part of the fire door assembly. Independent glasstest certificates will not be accepted. Manufacturer test certificate shall cover doors both single and double leaf and all doors supplied should be within the tested specimen, deviation in specification and sheet thickness other than what is mentioned in the test certificates are not allowed. Proper label confirming the type of door and the hourly rating is mandatory. Approved manufacturer of approved equivalent quality.Door frame shall be double rebate profile of size 143 x 57 mm made out of 1.60mm (16gauge) minimum thick galvanized steel sheet. Frames shall be Mitered and field assembled with self tabs. All provision should be mortised, drilled and tapped for receiving appropriate hardware. Rubber door silencers should be provided on the striking jamb. Frames should be provided with back plate bracket and anchor fasteners for installation on a finished plastered masonry wall opening. Once frame installed should be grouted with cement & sand slurry necessary for fire doors on the clear masonry opening. Door shutters shall be ofG.I sheet 18 gauge thick with necessary stiffners. Thickness of the door shutter shall be as per design or minimum 40 mm). All doors and frames shall be finished with polyurethane aliphatic grade paint of approved colour. The door leaf and frame shall have passed minimum 250 hours of salt spray test. 110 Extrafor providing and fixingfurniture fittings for Hollow metaldoors / Hollow metal fire door, completeas per specifications and as directed by Engineer-In-Charge. 111 304 Grade stainless steelBall bearing hinges of size 100x75x3mmor as directed by by Engineer-In-Charge withrequired screws etc. 112 Door Closer with standard arm, includingrequired screws etc. 113 Dead Lock with both side Key Cylinder 114 SS Pull - H- Type handle- 32mm Dia & 600 mm Long 115 Fire rated Clear Glass- 200mmx 300mm 116 Providing and fixing single point lock cum handle foraluminium openable windows / top hung shuttersof approved quality complete all as per specifications and as directed by the Engineer-in-charge. 117 Providing and fixing locks for aluminiumsliding window shutterswith(Over all size of 204mm x 23 mm) of approved type all as per specifications complete as directed by the Engineer-in-charge. 118 Providing wood work in frames of doors, windows, clear story openings and other frames, wrought framed and fixed in position of required size and shape including sawing, jointing,making rebates for shutters,making grooves as shown in the drawings, finishing the surfaces to the required finish all as per specifications and drawings including necessary MS hold fasts 40 mm X 3 mm thick, 200 mm long / with coach screws including protective painting to the suface that will come in contact with walls, joining materials, labour etc. complete all as per specifications and as directed by the Engineer-in-charge. 119 Second class teak wood 120 Providing and fixingFRPdoor shuttersflush door / panelled type with plain colour or wooden veneer finish of approvedquality,design & colour made out of 1.5 mm thick FRP skin moulded over wooden frame work of 40 mm wide and required thickness wooden styles and minimum100 mm wide lock rails and wooden blocks for door stoppers, tower bolts, baby latch, aldrop, handles etc. wherever required and core filled with Polyurethane Foamand fixing with 4 Nos 100 mm (ISI marked) stainless steel hinges with S.S. wood screws 121 35 mm thick panelleddoor type of approved coloursincluding the cost of 100 mm ISI marked heavy quality stainless steel butt hinges with necessary screws. 122 Providing, supplying and fixing hollow metal flush steel doors frame & shutter 40 mm thick consisting of door frame and shutters and all hardware fittings, frame of 143mmx57mm sizemade out of 1.60mm thick G.I sheets and shutters made of 1.20mmthick sheets, hollow portion filled with Honey Comb Craft paper including necessary stiffners in shutters and frame, vision panel of specified size withglass as specified. provision for fixing required hardwares, frame hollow portion filled with PCC 1:2:4, necessary hold fast embedded in concrete / fixing in concrete with anchor fastners. finished with Polyurethane painting of approved colour complete all as per drawings and specifications and as directed by the Engineer-in-charge (Hardwares & vision panels will be measured under relevant Item). 123 Single Door shutter with Frame 124 Providing and fixing anodised aluminium tower bolts of size 250 X 12 mm ISI marked transparent or dyed to required colour or shade with necessary screws etc. 125 Providing and fixing IS: 3564 marked aluminium die cast body tubular type universal hydraulic door closer with necessary accessories and screws etc. in wooden doors / steel doors with necessary bolts & nuts complete as per specifications and as directed by the Engineer-in-charge. 126 Providing and placing in position suitable PVC water stops conforming to IS 12200for construction / expansion joints between two RCC Members and fixed to the reinforcement with binding wire before pouring concrete etc. complete as per specifications and as directed by the Engineer-in-charge 127 150 mm wide water stopper 128 Providing cement based water proofing treatment to the new terraces, chajjas, cleaning the concrete surfaces, giving injections to the top slab as required with cement and approved waterproofing compound solution to fill up all inherient holes, voids, honeycombs etc. in the concrete slab, setting brickbat coba in waterprrof mortar with necessary gradient for easy flow of water and continue the treatment along the inner faces of parapet or other adjoining wall up to a height of 300 mm in the shape of vattas, with waterproof plaster finished smooth with trovel in cement / geru with false markings of 300 mm squares complete as directed by the Engineer-in-charge 129 With Average thickness of 120 mm and minimum thickness atkhurra as 65 mm using river sand / crushed sand. 130 Average 65 mm thick for chajjas using river sand / crushed sand 131 Extra over 120 mm thick cement based water proofing for providing and laying brick bat cobain roof(i) Laying brick bats with mortar using broken brick bats 25 mm to 115 mm size with 50% of cement mortar 1:4 (using crushed sand) admixed with proprietary water proofing compound as per manufacturers specifications conforming to relevant ISand approved by Engineer-in-charge over 20 mm thick layer of C.M 1:4 (using crushed sand) to required slope complete as directed by the Engineer-in-charge.(Measurement will be over and above the average thickness of 120 mm only). 132 Providing and laying water proofing treatment in sunken portions of WCs, bath rooms etc. by appying cement slurry mixed with water proofing cement compound consisting of applying: (a) 1st layer of slurry of cement @ 0.488 kg / sq.m mixed with water proofing cement compound @ 0.253 kg per sq.m.including injecting cemnt slurry .This layer will be allowed to air cure for 4 hours. (b) 2nd layer of slurry of cement @ 0.242 kg / sq.m mixed with water proofing cement compound @ 0.126 kg / sq.m. This layer will be allowed to air cure for 4 hours followed with water curing for48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with cement slurry. Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (using crushed sand) admixed with proprietary water proofing compound conforming to relevant IS and approved by Engineer-in-charge including mixingfibre at the rate of 125 grams per 50 kg of cement in top layer of plaster and finally finishing the surface with trowel with neat cement slury in bottom and all the sides of sunken portion, complete as directed by the Enginer-in-charge. The treatment to be tested for water tightness before filling the sunken areas. 133 Providing, painting and finishing walls with two coats of exterior emulsion painton sand face plaster /plain plaster & concrete of required shade over new work including base coat of water proofing cement paint, preparation of the surfaces, scaffolding complete as per specifications and as directed by the Engineer-in-charge. 134 Providing and applying wall painting two coats on new work with premium plastic emulsion paintto give an even shade, including a coat of approved cement primer, including preparation of the surfaces, scaffolding complete. as per specifications and as directed by the Engineer-in-charge 135 Providing, applying wall painting two coats with Lustur paintto give an even shade over acoat of cement primer including preparation of the surfaces, scaffolding complete. as per specifications and as directed by the Engineer-in-charge 136 Providing and Painting twocoats of synthetic enamel paint on steel surfaces to give an even shade over aprimer coat including preparation of the surfaces, scaffolding completeas per specifications and as directed by the Engineer-in-charge 137 Providing & applyingSynthetic plaster / Textured Coating of approved quality with finishes of minimum 2 mm thickness based on synthetic fibre & chemicals having acid, alkalies, fire & fungus resistance properties of approved shade on plastered surface/ concrete surface at all levels in the same pattern of facia blocks with grooves, bands for different offsets in different colours as per approved sample including required cost of Steel Double scaffolding.The item shall include applyingapproved equivalent quality synthetic plaster with one base coat by trowelling followed by 3 coats of finished paint by brush supplied by same manufacturer, providing decorative finish as required including preperation of plastered surface to receive approved equivalent quality plaster, cleaning the surface including cost of scaffolding and cost of all materials, labour etc. complete as per manufacturers specifications and as directed by Engineer. 138 Providing and paintingTWO coats of synthetic enamel paint on new wooden surfacesof required colour to give an even shade over an under coat of suitable shadeprimerof approved brand and manufacturer including preparation of the surfaces, scaffolding complete. as per specifications and as directed by the Engineer-in-charge 139 Providing and painting walls with (TWOcoats) of approved shade of high build protective , elastomeric water proofexterior gradepaint of required shade, minimium dry film thickness of 250 microns acheived in two or more coats / as per manudacturers specifications including preparation of the surfaces by scrapping / wire brush , scaffolding complete. Primer coat will be with approved make with water in ratio of 1:2and 2 coats of finishing coat without water all as directed byEngineer-in-charge. 140 Providing and applying white cement based wall puttyover concrete or Plastered surfaceup to 3 mm thickto get uniform surface free from undulationincluding cleaning complete all as directed by the Engineer-in-charge 141 Providing and Painting with Epoxy PU paintusing 2 coats of (120 Micron dry film thickness) Epoxy PU high build coating as finishing coat over a priming coat of 50 micron thickness over steel surfaces at all locations prepared and applied as per manufacturer specifications including preparation of surface by cleaning with wire brush and rubbing, scraping , applying sand paper , making free of Rust, dust, dirt etc. filling the holes, joint, cracks if any using epoxy putty complete. all as per manufacturers technical data and as directed at site to achieve minimum overall dry Film thickness of 170 micron (50 Micron primer Coat + 120 micron finishing Coat) on steel surfaces 142 Dismantlingplain cement concretemanually / by mechanical meanscarefully without damaging adjacent structures including disposal of debris within 200 m lead as per direction of Engineer-in-charge. 143 Dismantling of RCC works carefullymanually without damaging adjacent structures excluding cutting of reinforcementincluding stacking of steel reinforcement bars and disposal of unserviceable materials within 200 m lead as per direction of Engineer-in-charge. 144 Extra(over Item No. 93)for cutting of reinforcement in RCC, stacking the same and returning the steel scrap to the departmental stores all as per direction of Engineer-in-charge. 145 Dismantling of RCC works includingCuttingand stacking of steel reinforcement bars and disposal of unserviceable materials within 100 m lead as per direction of Engineer-in-charge. 146 Demolishing C.C / R.C.C works by mechanical means and stock piling at designated locations carefully with out damaging adjacent structures and disposal of dismantled materials up to a lead of 100 m, stacking serviceable and unservicable materials separately including cutting reinforcement bars all as directed at site. 147 Dismantling brick work in Cement mortar carefully without damaging adjacent structures including stacking of materials and disposal of unserviceable materials within 100 m lead as per direction of Engineer-in-charge. 148 Demolishing Stone rubble masonry (In cement mortar) manually / by mechanical means carefully without damaging adjacent structures including stacking of serviceable materials and disposal of unserviceable materials within 100 m lead as per direction of Engineer-in-charge. 149 Dismantling doors, windows and clear storey openings (steel / wood) shutter including chowkhats, architraves, holdfasts etc. complete and stacking within 100 m lead (full windows)of area 3.00 Sq.M and below. 150 Dismantling doors, windows and clear storey windows (steel / wood) shutter including chowkhats, architraves, holdfasts etc. complete and stacking within 100 m lead (full windows)of area beyond 3.00 Sq.M 151 Taking out doors, windows and clear storey openings (steel / wood) shutter including stacking within 100 m lead (only shutters) of area 3.00 Sq.M and below. 152 Taking out doors, windlows and clear storey openings (steel / wood) shutter including stacking within 100 m lead (only shutters) of area beyond 3.00 Sq.M 153 Dismantling steel work in single sections including dismantling and stacking within 100 m leadIn R.S Joists,Angles etc. 154 Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismantling and stacking within 100 m lead. 155 SECTION-G: Internal& External Water SupplyProviding and fixing to the inlet mouth of rain water pipe cast iron dome grating 15 cm diameter and weighing not less than 440 grams. 156 Providing,laying , jointing, fixing and testing heavy quality(ISI Marked C-Class) Galvanised Iron pipes and ISI marked fittings like, tees, elbows, bends, unions, nipples,reducers etc. as required for the work, including testing the pipes and fittings for 10.00 Kg / Sq.Cmhydraulic pressurewith a minimum period of two hours duration with clean water, including cutting , threading, jointing with hemp yarn, white lead, jointing teflon tape, chasing walls and making good by filling with concrete 1:3:6, complete all as per specifications and drawings, including two coats of anti corrosive bitumastic paint, all as directed by the Engineer-in-charge. Pipes withISI markedC -Class heavy quality pipes. 157 15 mm dia G.I pipe 158 20 mm dia G.I pipe 159 25 mm dia G.I pipe 160 32 mm dia G.I pipe 161 40 mm dia GI pipe 162 50 mm dia GI pipe 163 Providing & fixing in position heavy pattern screw down gun metal gate valve with handles and wheels of approved make or approved equivalent meeting all the technical specifications as per relevant codes and standards including testing for 10Kg/cm2 pressure with clean and potable water with a minimum testing duration of two hours etc.as per specification and as directed by the Engineer-in-charge. 164 15 mm n.b. 165 20 mm n.b. 166 25 mm n.b. 167 32 mm n.b. 168 40 mm n.b. 169 50 mm n.b 170 Providing and fixing 50 mm dia brass ball cock of heavy quality of following sizes with arm rod and Plastic Ball floats completeas per specifications and as directed by the ProjectEngineer. 171 Providing and fixing 15 mm dia C.P brass bib cock of heavy qualityas directed by the Engineer-in-charge. 172 Providing and fixing 15 mm n.b. C.P Brass open stop cock of Heavy Quality as directed by the Engineer-in-charge 173 Providing and fixing 15 mm n.b. C.P brass concealed stop cock of Heavy Qualityas directed by the Engineer-in-charge. 174 Providing and fixing 15 mm n.b. C.P brass Angle cock of heavy qualityfor wash basin inlet / flush cistern etc. as per specifications and as directed by the Engineer-in-charge. 175 Providing and Fixing 15 mm CP brass Angle stop cock - quarter Turn as per specifications and as directed by the Engineer-in-charge. 176 Providing and fixingCP brass / copper inlet connection pipes heavy quality suitable for hot and cold including CP brass unions and nuts 15 mm dia 600 mm long. 177 Providing and fixing 15 mm C.P brass pillarcock of heavy Quality and as directed by the Engineer-in-charge. 178 Providing and fixing heavy quality health faucetwith 1.50 metres long flexible hose (handshower) with wall brackets and type as per specifications and as directed by the Engineer-in-charge 179 Providing and fixing heavy quality 15 mm urinal flush cock as per specifications and as directed by the Engineer-in-charge. 180 Section- H: Drainage & Sanitary AppliancesProviding and fixing square mouth S.W. gully trap P type of 150 x 100 mm sizecomplete with CI grating brick masonry chamber with water tight CI cover with frame of 300 x 300 mm size (inside) the weight of cover to be not less than 4.5 kg and frame to be not less than 2.70 kg as per standard design 181 Providing and laying non pressure NP2 class RCC Hume pipeswith collars jointed with stiff mixture of cement mortar in the proportion of 1:2, laying to the levels, slopes and as per the drawings and specifications and as directed by the Engineer-in-charge including testing of joints etc. complete 182 100 mm Dia RCC Hume pipe class NP2 183 150 mm Dia RCC Hume pipe class NP2 184 250 mm Dia RCC Hume pipe class NP2 185 300mm Dia RCC Hume pipe class NP2 186 Providing and constructioning Inspection chambers of Internal size clear dimension of 900 x 600 mm in 230mm thick brick masonry with cement mortat 1:4over a bed of 150 mm thick 1:4:8 cement concrete foundation, plastering with cement mortar 1:4 20 mm thick on inside, out side and all exposed sufaces finished with a floating coat of neat cement, brick corbelling at top to provide opening of 900 X 450 mm, embedding the frame and cover with CC 1:2:4 concrete, and fixing cast iron steps if necessary at 300mm intervals complete . Depth of chamber not exceeding 900 mm. (excavation, soling, cast iron cover and C.I steps will be paid separately under relevant item) 187 Extra depth over initial depth of 900 mm for chambers of 900 x 600 mm internal size.including fixing cast iron steps (C.I steps shall be paid under relevant item) 188 Supplying and fixing Cast IronMan hole or Cast Iron Steps, cover, grating ofweight as specified in the drawings or as directed by the Engineer in charge. 189 Providing and fixing Chlorinated PVC (CPVC) pipes having thermal stability for hot & cold water supply (as ASTM Standard 2846 & SDR - 11 Grade) including all CPVC Plain & Brass threaded fittings, fixing the pipe with clamps including chasing the walls, concealing the pipes and making good the same etc. This includeds jointing of pipes & fittings with CPVC Solvent cement & testing the joints complete all as per specifications, drawings and as directed by the Project Engineer 190 25 mm outer dia CPVC pipe (External) / open 191 32 mm outer dia CPVC pipe (External) / open 192 40 mm outer dia CPVC pipe (External) / open 193 50 mm outer dia CPVC pipe (External) / open 194 Providing and fixing PVC rain water pipes conforming to relevant IS type B and PVC SWR fittings & specialsconforming to relevant IS code including jointing with seal ring / with PVC solvent adhesive including fixing in walls usingclampsetc completeall as per drawings, specifications and as directed by the Engineer-in-charge 195 SWR PIPE 110 mm O/D 196 Providing, supplying, fixing in position, under floors or in walls centrifugally cast iron pipes including required specials like bends, tees, Y collars, cowl etc for soil, waste and ventilation pipes conforming to IS:3989 or Cast iron hubless pipes conforming to IS: 15905 of approved quality including cost of jointing with spun yarn and molten lead / drip seal of specified quantity, caulking the joints, including testing of pipes, painting with primer, fixing at walls with necessary approved type of clamps and brackets complete all as per drawings and specifications and as directed at site. 197 75 mm dia centrifugally cast (spun) iron socketed pipe as per IS:3989 using 0.90 kg lead / joint or Cast iron hubless pipes as per IS : 15905 198 100 mm dia centrifugally cast (spun) iron socketed pipe as per IS:3989 using 1.00 kglead / joint or Cast iron hubless pipes as per IS : 15905 199 Providing, supplying, fixing in position in walls Rain water down take pipes usingCentrifugally cast iron pipes (3.00 metres long) including required specials like bends, shoes etc forRain water down takepipes Conforming to IS.3989 or Cast iron hubless pipes conforming to IS: 15905 including cost of Jointing with spun yarn and molten lead of specified quantity, caulking the joints, including testing of pipes,painting with primer , fixing at walls with necessary approved type of clamps and brackets complete all as per drawings and specifications and as directed at site. 200 100 mm C.I rain water down take pipe with 1.00 kg lead / joint conforming to IS:3989 /Cast iron hubless pipes conforming to IS: 15905 201 150 mm C.I . rainwaterdown take pipe with 1.20 Kg lead / joint conforming to IS:3989 /Cast iron hubless pipes conforming to IS: 15905 202 Providing and fixing Lead Sheet Flashing of about 450 mm x 450 mm size made out of 1.5 mm thick lead sheets including forming to required shape, dressing, fixing to mouth of rain water pipes with necessary bitumen, cement mortar, providing C.I. grating etc. complete as per specification for rain water downtakes of size upto 150mm n.b. 203 Providing and fixing cast iron nahani trap / floor trap of 100 mm inlet and 75 mm outlet, (weighing 5.80 Kg each), jointing with lead with the connection pipes, placing as per the drawings, embedding in cement concrete 1:2: 4 and making circular hole up to floor level using 110 mm O/D PVC pipes of 6 Kg / sq.cm pressure and fixing 1 No 125 mm dia C. P brass grating ,complete all as specifications and drawings and as directed by the Engineer-in-charge 204 Providing and fixing heavy quality stainless steel / C.P brass grating as specified for floor traps / nahani traps all as directed by the Engineer-in-charge 205 SS Grating 125 mm dia 206 Providing and fixing 150X 150 mmcast irongrating of required shapefor rain water down takes at roof includingchipping andgroutingcomplete all as directed by the Engineer-in-charge . 207 Providing and constructing storm waterchambers of Internal size clear dimension of 900mm x 600 mm in 230 thick brick masonry with cement mortat 1:4over a bed of 150 mm thick 1:4:8 cement concrete foundation, plastering with cement mortar 1:4 20 mm thick on inside, out side and all exposed sufaces finished with a floating coat of neat cement,embedding theC.I frame and cover / RCC precast slab by making suitable rebate in concrete and fixing cast iron steps if necessary at 300 mm intervals complete as directed by the Engineer-in-charge. Depth of chamber not exceeding 900 mm. (Excavation, soling, cast iron cover, C.I steps and precast slabwill be paid separately under relevant item) 208 Providing and fixing Wall Mounted EWCWhite Colour with P or S Trapwith solid seat and lid , 32 mm diaFlush Valve ,Flush bend , fixing EWC with C.P Brass screws, 15 mm PVC heavy quality inlet connection of 600 mm long, including fixing with a pair of 12 X 120 mm SS Rack Bolt, testing , commissioning & cleaning etc.complete all as per drawings and specifications and as directed by Engineer-In-Chargeat site. 209 Providing and fixing white vitreous china flat back single half stall urinal size 580 x 380 x350 mm / 610 mm with 32mm C.P flush value including standard flush pipe and C.P. brass spreaders, 32mm urinal waste coupling with dome grating and clamp etc. including making G.I water line connection complete as directed by the Engineer-in-charge (Only G.I. pipes will be paid under relevant Item )Note: For fixing flush valve 32 mm G.I water line provision to be made which will be paid under relevant Item . 210 Providing and fixing vitreous China wash basin with C.I. brackets, 15 m C.P. brass pillar tap,15 mm x 600mm longPVC Inlet connection,32 mm heavy quality C.P. brass waste couplingof standard pattern, including painting of fittings and brackets, cutting and making good the walls and testing complete all as per specifications and as directed by the Engineer-in-charge. 211 White vitreous China counter top/counter below wash basin size 560*410 mm/560*450 mm with single 15 mm C.P. brass pillar tap (OVAL/ROUND Models ) 212 Providing and fixing PVC low level / high levelflushing cistern 10 litre capacityin white colour with flush pipewith manually controlled device (handle lever) conforming to IS:7231, with all fittings and fixtures etc. complete as per specifications and as directed by the Engineer-in-charge. 213 Providing and fixing 25 mm Dia G.I. inlet connection for flush pipe connecting with W.C. pan fromhigh level flushing cistern 214 Providing and fixing Heavy quality32 mm dia flexible PVC (semi-rigid) waste pipefor sink or wash basin including PVC waste fittings etc. complete all asper specifications and as directed by the Engineer-in-charge 215 Providing and fixing 6 mm thick mirrors of size600 x 450 mm with bevelled edges complete with 6 mm thickasbestos sheet back ground fixed to wallswith C.P. brass screws and concealedwashers complete. all as per specifications and as directed by the Engineer-in-charge . 216 Extra (over Item No. 138) for providing and fixingmirrors with - stainless steel 304 grade STUDS (with wall spacers)complete all as per specifications and as directed by the Enginner-in-charge 217 Providing and fixing stainless steeltoilet paper holderrecessed typewithS.S screws as directed by the Engineer-in-charge complete. 218 Providing and fixing 150 X150 mm soap dishofwhite viterious Chinaware,includingchasing walls making good the same after fixing the China Soap dishetc. complete all as per specifications and as directed by the Engineer-in-charge. 219 Providing and fixing heavy qualityC.P. brass waste coupling of 32 mm dia for wash basin and sink,Half threaded or Full threadedas directed by the Engineer-in-charge complete. 220 Providing and fixingheavy qualityCP brassbottle trap 31 / 32 mm ,single piece moulded with height of 270mm, effective length of tail pipe 260 mm from the centre of the waste coupling 77 mm breadth with 25 mm minimum water seal for wash basins / urinal etc all as per specifications and directed by the Engineer in charge. 221 Providing and fixing C.P brass towel rail600 mm long complete fixed to walls with 30 mm CP brass screws with concealed fitting arrangement all as directed by the Engineer-in-charge. 222 Providing and fixing 15 mm C.P brass tube 600 mm long with nuts andwashers complete for wash basins / urinals with all necessary acessories completeas directed by the Engineer-in-charge. 223 Providing and fixing 15 mm PVC inlet connection suitable for hot and cold water 600 mm long with nuts andwashers complete for wash basins/ Urinals etc. with all necessary acessories completeas directed by the Engineer-in-charge. 224 Providing, supplying and fixing JET spray with 1.00 metre long flexible tube connection in European / Anglo Indian closet under seat cover fixtures complete all as specified and as directed by the Engineer-in-charge. 225 Providing, hoisting and installing at required elevation moulded HDPE cylindrical vertical water storage tanks of 4000 litre capacitywith WHITE SILICON coated and with suitable S. M. Ccover at top including the cost of labour for making hole in the storage tank for inlet, outlet, scour and overflow, providing and fixing necessary G.I nipples ranging from 15 mm to 50 nn n.b of average150 mm length with double check nuts, washers etc. complete as directed by the Engineer-in-charge. 226 Section-I: Miscellaneous WorksProviding and laying 60 mm thick factory made cement concrete interlocking paver block of M-30 grade madewith strong vibratory compaction and approved size, shape, design laid in required colour and pattern over and including 50 mm thick compacted bed of crushed sand, filling the joints with crushed sand etc. all complete as -per the direction of the Engineer-in-charge. 227 Clearing Jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1m above ground level and removal of rubbish up to a distance of 50 m / outside the periphery of the area cleared as per specifications and as directed by the Engineer-in-charge. 228 Providing and Fixing Anchor Fastner including drilling in concrete as per requirementfor fixing EPs or other structuresallas specified by the manufacturer complete all as per specifications and drawings. 229 16 mm diameter 75 mm Long 230 16 mm diameter 100 mm Long 231 16 mm diameter 150 mm Long 232 16 mm diameter 200 mm Long 233 20 mm diameter 100 mm Long 234 Providing and fixing Mechanical Splicing using threaded coupler of all types to the reinforcement bars of specified diameter and grade using high yield strength standard couplers of specially produced steel to join ribbed bearing bars machine cut end to end. Cost to include necessary supply of threaded couplers of various diametres , transportation, coupling at site by mechanical means , erection at site, testing of random samples, testing at site, protection of threaded ends using PVC covers, threading of rebars etc. complete. Cost to include necessary testing of joints ( 0.5% of the total joints) at site for tensile strength and as required by Engineer-in- Charge.Cost quoted shall include all materials and labour. 235 16 mm dia 236 20 mm dia 237 25 mm dia 238 Providing and fixing stainless steel urinal grab bar/wash basin Grab bar (confirming to grade SS 304, satin finish) consisting of 38 mm dia. 18 SWG stainless steel pipe duly bended in required shape and size, hinged with 3mm thick stainless steel rectangular sheet of required size having 6 nos. holes and u shaped stainless steel clamp for holding the grab bar including cutting, bending welding grinding, polishing and fixing with suitable sized and nos. of dash fasteners complete as required. All bends to be neatly finished miter joints complete etc. as required. 239 Labour charges for dry stone pitching 22.5 cm thick by using good soling stones available at site, preparing the surface complete. 240 Part-II : Mechanical Works Split AC units : Supply, installation, testing & commissioning of split AC of followingnominal capacity and accessoriesas per tender specifications 241 2TR 242 1.5TR 243 1TR 244 Copper pipe with insulation :Supply and installation of Copper pipe with insulation suitable for following capacity split ACmachine (quantity for single run ) 245 2TR 246 1.5TR/1TR 247 Drain pipe: Supply and installation of5/8 inch dia PVC Braided flexible pipe withinsulation as per tender specification. 248 Casing capping : Supply and installation of PVC casing-capping of following cross sectional size as tender specification. Location : for AC pipe and drain 249 150mm x 50mm 250 100mm x 50mm 251 Electric cable:Supply and installation of Electrical wiring/cables of three/four core x 2.5 mm² (or as per split AC requirement foritem no 155) 252 Exhaust fan: SITC of propeller type exhaust fans with louvers offollowing sweep dia ( approx.) along with all accessories and fixture as per tender specifications. 253 200mm 254 300mm 255 Part-III : Electrical Works Lighting Distribution Board as per TSS1 256 Power Distribution Board as per TSS2 257 10way VTPN DB with 160A Incomer as per TSS3 258 8way VTPN DB with 63A Incomer as per TSS4 259 4C 25sqmm Al conductor XLPE cable as per TSS 5 260 20 Pair Telephone cable as per TSS6 261 Optical fibre cable as per TSS7 262 4pair instrument cable TSS8 263 End Termination of 4C 25sqmm Cable as per TSS9 264 End terminations of 20Pair Telephone as per TSS10 265 End terminations of Instrument cable as per TSS11 266 Point Wiring for below points as per TSS12 267 Primary Power Points (16A+6A) 268 Secondary Power Points 269 Primary Lighting Points 270 Secondary Lighting Points 271 Highbay Primary Lighting Points 272 Highbay Secondary Lighting Points Secondary 273 Terrace lighting Primary points 274 Terrace Secondary lighting points 275 Primary Security Lighting Points 276 Secondary Security Lighting Points 277 Primary Ceiling Fan Pointswith switch and regulator 278 Secondary Ceiling Fan Points with switch and regulator 279 Primary Exhaust Fan power Points 280 Secondary Exhaust Fan power Points with switch and socket 281 Split AC Power Points 282 Primary FA/PA Points 283 Secondary FA/PA points 284 Point wiring for call station point 285 Network combo points 286 LED Recess type Lighting Fixtures as perTSS13 287 LED square type surface Lighting Fixture as per TSS14 288 LED Lighting Fixture Highbay type as per TSS15 289 Outdoor Security LED Lighting Fixture as per TSS16 290 LED Terrace Lighting Fixture as per TSS17 291 LED Flood Lighting Fixture as per TSS18 292 LED Batten Lighting Fixtures as per TSS19 293 42U Mounting Rack with accessories as per TSS20 294 15U Mounting Rack with accessories as per TSS21 295 24 Port rack mount LIU with splicing of OFC as per TSS22 296 24 Port Jack Panel as per TSS23 297 3 Feet Patch cord (CAT 6) as per TSS24 298 Earthing Stations as per TSS25 299 Fire Alarm Terminal Box as per TSS26 300 PA Terminal Box as per TSS27 301 Perforated Cable Tray (size 300 mm X 50mm) with accessories as per TSS 28 302 Cu Earthing wire 8 SWG as per TSS 29 303 Air Terminal as per TSS 30 304 Test Link with Enclosure as per TSS31 305 MS fabrication item as per TSS32 306 MS Powder coated item as per TSS33 307 Self Illuminated signage as per TSS34 308 GI Sleeve as per TSS35 309 GI 25 X 6 mm Earthing strip as per TSS36
Contract Date: Jan 23, 2026 Contract Value : ₹ 3.33 Crore
Boards / Undertakings / PSU No of Bidders 2
Rajasthan View Result →
20.
Housing Urban and Rular Development #8479286 AOC
Tender For Construction Of Block Resource Centre At Syana District Bulandshahr - 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 as per DSR No. 2.8.1 Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 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. All kinds of soil. 1.50mt to 3.0 mt Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 3 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 as per DSR No. 2.35.3.1 Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 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. (Under Floor) as per DSR No. 2.25 (a) Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 5 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. as per DSR no 2.27 Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 6 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) As per DSR no. 4.1.8 Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 7 Brick work with common burnt clay (non modular) bricks of class -150in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) as per DSR No- 6.1.1 Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 8 Brick work with common burnt clay (non modular) bricks of class -150in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) as per DSR No- 6.1.2 Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 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 in :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) as DSR No-5.1.2 Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 10 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)Above Plinth Lvl as DSR No-5.2.2 Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 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). Above Plinth Lvl as DSR No-5.3 Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 12 Steel reinforcement for R.C.C. work ready to use cut and bend rebars of approved make from factory/workshop to construction site including placing in position and binding all complete in Thermo-Mechanically Treated bars of grade Fe-500D or more. As per DSR No.- 5.22 B.1 Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 13 Providing & 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. as per DSR-4.13 Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 14 Brick work with common burnt clay bricks of M-150 Class in super structure above plinth level upto floor V level in all shapes and sizes in cement mortar 1:4 (1 cement : 4 coarse sand ) as per DSR no 6.13.2 Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 15 Brick work with common burnt clay bricks of M-150 Class in super structure above plinth level upto floor V level in all shapes and sizes in cement mortar 1:6 ( 1 cement : 6 coarse sand ) as per DSR no 6.4.2 Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 16 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, priming coat of approved steel primer, but excluding the cost of other fittings,glass panes complete all as per approved design, (sectional weight of only steel members shall be measured for payment). as per DSR no. 10.11.1 Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 17 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.In grantings, frames, guard bar, ladder, railing, brackets, gates and similar works as per DSR no. 10.25.2 Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 18 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. As per DSR NO 10.1 Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 19 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, includingapplying a priming coat of approved steel primer.Using M.S. angels 40x40x6 mm for diagonal braces DSR No 10.5.111 Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 20 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. With decorative veneering on one side and commercial veneering on other side. as per DSR No- 9.130.1 Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 21 Providing and fixing magnetic catcher of approved quality in cupboard / ward robe shutters, including fixing with necessary screws etc. complete. Triple strip vertical type as per DSR No- 9.114.1 Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 22 Providing and fixing glass panes with putty and glazing clips in steel doors, windows, clerestory, all complete with 4.0 mm thick glass panes. As per IS DSR No 10.30.1 Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 23 15 mm thick cement plaster of mix 1:6 ( 1 cement & 6 course sand ) Inner Side as per IS DSR No 13.5.2 Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 24 12 mm thick cement plaster of mix 1:6 ( 1 cement & 6 course sand ) Outer Side as per IS DSR No13.4.2 Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 25 15 mm thick cement plaster of mix 1:4 ( 1 cement & 4 coarse sand )Below Plinth as per IS DSR No 13.5.1 Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 26 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone ) finished with floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. 40 mm thick floor 20 mm nominal size stone aggregate. As DSR No. 11.3.1 Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 27 Providing & laying rectified glazed ceramic floor tiles of size 300x300 mm or more ( thickness to be specified by the manufacturer), of 1st quality confirming 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 grounting the joints with white cement and matching pigmrnts etc., complete as per DSR no. 11.39 Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 28 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. as per DSR no. 11.37 A Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 29 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 as per DSR no 11.41.2 Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 30 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to 1.8. 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 as per DSR no 11.46.2 Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 31 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 as per DSR No-11.20.1 Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 32 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 as per DSR no. -13.62.1 Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 33 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 as per DSR no. -13.41.1 Two Coats Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 34 Finishing walls with Acrylic Smooth exterior paint of required shade: New work (Two or more coats applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) as per DSR no. -13.46.1 Two Coats Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 35 Providing and applying white cement based putty of average thickness 1 mm of approved brand and manufacturer,over the plasterd wall surface even and smooth surface as per DSR no. -13.80 Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 36 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 : 22.7.1 With average thickness of 120 mm and minimum thickness at khurra as 65 mm. As per DSR No 22.7.1 Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 37 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete (Copper oxidised as per IS 1378)(a) 100 mm. As per DSR No 9.66.2 Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 38 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.). As per DSR No 10.28 Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 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. As per DSR No- 12.41.2 Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 40 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. As per DSR No-12.22 Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 41 Centering and shuttering including stutting, propping etc. and removal of form.Beam /Band as per DSR No- 5.9.5 Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 42 Centering and shuttering including stutting, propping etc. and removal of form.Column as per DSR No- 5.9.6 Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 43 Centering and shuttering including stutting, propping etc. and removal of form.Foundation as per DSR No- 5.9.15 Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 44 Centering and shuttering including stutting, propping etc. and removal of form.Slab as per DSR No- 5.9.3 Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 45 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. (a) White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 46 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 lidIncluding cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 47 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 550 x400 mm with single 15 mm C.P. brass pillar tap. Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 48 Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. Semi rigid pipe(a) 32mm dia Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 49 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.Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 50 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. Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 51 Providing & fixing PVC pipes conforming to IS make workinh pressure 6 Kg/cm² including testing, labour, T&P and all complete fittings. 110mm dia Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 52 Providing & fixing PVC pipes conforming to IS make workinh pressure 6 Kg/cm² including testing, labour, T&P and all complete fittings. 75mm dia Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 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 wall25mm dia nominal dia pipes Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 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 wall32mm dia nominal dia pipes Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 55 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.15mm dia nominal dia pipes Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 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.20mm dia nominal dia pipes Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 57 Providing and fixing 45 cm long unplasticised PVC connection pipe with brass unions. (a) 15mm nominal bore Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 58 Providing & fixing CP brass bib cock of approved quality conforming to IS 8931(a) 15mm nominal bore Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 59 Providing & fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. (a) 15mm nominal bore Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 60 Providing & fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS 8931 (a) 15mm nominal bore Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 61 Providing and fixing gun metal gate valve with wheel of approved quality. (a) 25mm dia nominal bore Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 62 Providing and fixing gun metal gate valve with wheel of approved quality. (d) 32mm dia nominal bore Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 63 Providing and fixing brass stop cock of approved quality. (a) 15 mm nominal bore Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 64 Providing and fixing brass stop cock of approved quality. (b) 20 mm nominal bore Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 65 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. Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 66 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 Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 67 Supply & Laying of 40 mm gauge over burnt brick ballast including all materials, labour and T&P etc. for proper completion of the work. Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 68 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) Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 69 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 & machineriesequired 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. Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 70 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 Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 71 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. Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 72 Providing and laying NonpressureNP2 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 Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 73 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. Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 74 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 Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 75 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, excluding cost of form- work, in foundation and floors. Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 76 12 mm cement plaster in single coat on rough side of single or half brick wall finished with a floating coat of neat cement. (1) 1 cement : 3 Coarse sandIncluding cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 77 Providing and fixing soil, waste and vent pipes : 75mm diameter : Sand cast iron S&S pipe as per IS: 3989, 75 mm diameter Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 78 Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality. Circular shape 450 mm internal diameter Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 79 Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality. Circular shape 500 mm internal diameter Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 80 (A) 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. Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 81 (B) 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 Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 82 (C) Providing and fixing 110 mm dia PVC pipe 6KG/cm2 Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 83 (D) Shrounding and packing graded coarse sand in between bore wall & the Strainer including supply of coarse sand, labour, T&P ete required for proper compeletion of work. Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 84 (E) Providing and fixing G.I. pipe 32mm dia Nominal bore compelete with GI Fitting Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 85 (H) Submersible pump Kirlosker / Crompton or equivalent 2.0 HP I.S.I. marked.Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 86 (I) crompton 2 HP Starters Control Panel for Submersible Pump Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 87 (J) 2.5 mm Sq cable for submersible moter pump. Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 88 (K) 4 Inch dia MS clamp made with 32*5 mm flate iron with nut & bolt Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 89 (L) 110 mm dia & P.V.C endcap/ Socket.Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 90 (M) MS Polymer Sealant Adhesive for jointing P.V.C pipe.Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 91 (N) 32 mm C.P.V.C pipe Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 92 (O) Developing of bore well by over pumping and back washing till the discharge is free from turbidity not greater then 20 p.p.m. after 20 minutes of starting of pump including hiring charges of pump set, labours, T&P complete required of completion of work. Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 93 (P) Wooven PVC cloth for strainer including plastic rope, cutting holes in PVC pipe etc complete.Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 94 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. Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 95 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 Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 96 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 Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 97 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 10 sq. mm + 2 X 6 sq. mm earth wire Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 98 Add for Invertor wiring in wiring point for Light/Fan/Plug with 1.5 mm Cu Wire. Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 99 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. Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 100 SupplyingandfixingsuitablesizeGIboxwithmodularplateandcoverinfronton surfaceorinrecess,includingprovidingandfixing6pin5/6&15/16Amodular socket outlet and 15/16 A modular switch, connections etc. as required. Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 101 Supply and fixing ofLED Tube Light batten fittingsuitable for up to 1 X 22 watt LED tube light on surface complete in all respect. - CAT-AAA Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 102 Supply and fixing of recess/Surface/Pendentmounting round 6 Watt 8 Watt LED Down Lighter having Powder coated die cast aluminium housing withheat sink, diffuser/ Reflectorand driver set complete in all respect CAT-AAA Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 103 Supply and fixing ofrecess/ Surface/ Pendentmounting round10 to 15 Watt LED Down Lighter having Powder coateddie cast aluminium housing withheat sink, diffuser/ Reflector and driver set complete in all respect.. CAT-AA Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 104 Supply and fixing ofLED Street light Fittinghaving die cast aluminium body and diffuser with driver set suitable for 45 watt to 50 Watt. Confirming to IP 66 protection complete in all respect. CAT-AA Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 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 (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. Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 106 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. Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 107 Supply of AC 230/250 Volts. 50Hz exhaust fans including providing nuts,bolts,mounting frame and other accessories including connections etc. complete as eequired300mm sweep Exhaust Fan. Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 108 Supply of Self Ballasted LED Lamps 7/9 Watt For General Lighting Service As Per IS 16102 (Only for Estimation) Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 109 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. Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 110 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. Upto 450 mm sweep Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 111 Extra for fixing the louvers/ shutters complete with frame for a exhaust fan of all sizes Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 112 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. 4 way (4 + 12), Double door Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 113 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 Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 114 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 115 Supplying and fixing of 63 Amp. 4 Pole MCB (10KA) C curve, CAT-A Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 116 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. 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 coreIncluding cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 117 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 swgand 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. Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 118 Supplying & Laying of 25mmx3mm G.I. Strip for earthing purpose as required complete in all respects. Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 119 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 mountedon 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.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. Cubicle type switch board shall be of cat A & B Only.Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST.CUBICAL PANEL BOARD ( MCCB TYPE )Incoming :No.200Amp. MCCB -1No.Outgoing :63 Amp. MCCB-3 No.Cat.-B. Pannel Cubicle TypeOR outgoing as per site requirment(AS/SLD) 120 S&F of 200 AMP four pole Mouled case type on load change over switch with enclosure including the cost of labour, T & P and material reuired for proper completion of the work as per direction and satisfaction of Engineer an charge. Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 121 Supply and Fixing of Fire Extinguisher ABC Type 6.0 kg. Capacity ( ISI Market IS : 15683 & TAC approved ) complete with initial charge and wall bracket, along with supply of all materials and labour for propercompletion(Firiecon/LifeGurd/Firefit/Excell)Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST. 122 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. Including cost of all material, labour, T&P, all taxes and labour cess complete. But excluding GST.
Contract Date: Nov 12, 2025 Contract Value : ₹ 48.57 Lakh
Government Departments No of Bidders 2
Uttar Pradesh View Result →
21.
Petroleum and Natural Gas #8436902 AOC
Annual Rate Contract For Civil And Other Miscellaneous Maintenance Works At Wrpl Beawar And Sendra Station=10 NRECIV0001: Cleaning mosaic floor with Carborundum block stone, oxalic acid and caustic soda for all heights of all patches, spots a nd polishing with Mansion polish with all tools, tackles, consumables, materials & labour all complete. 20 NRECIV0002: Through cleaning of paved and unpaved areas, roads, road side berms, broming removal of scraps and other unwanted left o ver materials including removal of chockage in the drains, removal of chockage from the road side / pave or unpaved area side drains and disposal of the rubbish etc. to the nearest garbage bin or as directly by Engineer-in-charge including laboures, broom, trolley and other consumables etc.complete. 30 NRECIV0003: Cleaning the tiles, lavatory, flooring, urinals etc. by removing stains etc. by using Vim powder / cleaning powder / ISI grade black phenyle / while phenyle / Acid /Naptha balls / Coir brushes / wire brushes / Finit in required proportion to make the a rea clean and free from all dust, dirt and stains etc. including cost of all labour and materials complete. (Only floor area shall b e measured). 40 NRECIV0004: Mopping of floors of offices, toilets, control rooms, electrical sub station etc. with soap solution or phenyle water wi th wet cloth after sweeping the floor with phooll broom, removing cob-webs with all tools, tackles, labour & materials etc. complete as per directions of Engineer -in-charge including cleaning of ventilator glass panes from both the sides upto any height with clea ning powder,paint remover as per requirement all labour, material etc.complete. 50 NRECIV0005: Carrying out miscellaneous activities related to general maintenance like daily dusting the furnitures, walls shelves, c leaning the carpets, sofas, Cleaning and sweeping the stair case, passages, backyard, verandah, garrages, removal of cow webs, with all labours, tools & tackles complete including supervising charges. (Unit EA shall mean carrying out above activities for 8 hrs. a day). 60 NRECIV0006: Removing stains, paints, washing & cleaning the window & ventilator glass panes from both the sides upto any height with cleaning powder, paint remover as per requirement all labour, materials etc. complete.: Glass pane not exceeding 1.00 sq.m in area 70 NRECIV0007: Removing stains, paints, washing & cleaning the window & ventilator glass panes from both the sides upto any height with cleaning powder, paint remover as per requirement all labour, materials etc. complete.: Glass pane exceeding 1.00 sq.m in area 80 NRECIV0008: Collection of Kitchen waste, dry waste & toxic waste in offices and colony from all Residential & Public Buildings, Exec utive Hostel, Staff Hostel, Canteen, Guest House, Club etc. The workmen shall collect the waste from each house & Public Buildings, segregate the waste into biodegradable & non bio-degradeable waste and finally dispose themseparately at designated place (Dumping Yard/ Pit) on daily basis as per requirement, with trained workmen, with all labour, tools, tackles, safety & protective clothes etc . complete as per direction of Engineer-in-charge. All consumables required including manpower, tools & tackles, PPEs, uniform to wo rkmen, etc. are to be supplied by Contractor without any extra cost and performing work as per item decription and direction of Engi neer-in-Charge as well as instructions in Special Condition of Contract if any. Payment of Paddle Rickshaw (thela) will be made sepe rately. The unit MONTH (MON) shall mean per house/building per month 90 NRECIV0009: Cleaning and desilting of drains, side slopes in or under water or above water level and along drain both sides upto 1.0 metre width including removal of grass, bushes, vegetation, debris, sludge and any other unwanted material and disposal of the same at places as directed by Engineer-in-Charge within owners premises including all labour, materials, tools, tackles, transportation for all lead and lifts as directed.: Cross section of drain upto 2.0 sqm. 100 NRECIV0010: Cleaning and desilting of drains, side slopes in or under water or above water level and along drain both sides upto 1.0 metre width including removal of grass, bushes, vegetation, debris, sludge and any other unwanted material and disposal of the same at places as directed by Engineer-in-Charge within owners premises including all labour, materials, tools, tackles, transportation for all lead and lifts as directed.: Cross section of drain above 2.0 sqm. and upto 4.0 sqm. 110 NRECIV0011: Cleaning and desilting of drains, side slopes in or under water or above water level and along drain both sides upto 1.0 metre width including removal of grass, bushes, vegetation, debris, sludge and any other unwanted material and disposal of the same at places as directed by Engineer-in-Charge within owners premises including all labour, materials, tools, tackles, transportation for all lead and lifts as directed.: Cross section of drain above 4.0 sqm. and upto 10.0 sqm. 120 NRECIV0012: Cleaning and desilting of drains, side slopes in or under water or above water level and along drain both sides upto 1.0 metre width including removal of grass, bushes, vegetation, debris, sludge and any other unwanted material and disposal of the same at places as directed by Engineer-in-Charge within owners premises including all labour, materials, tools, tackles, transportation for all lead and lifts as directed.: Cross section of drain above 10.0 sqm and upto 15.0 sqm. 130 NRECIV0013: Labour charges for cleaning and dechoking of the nahani trap, gully trap and inspection chambers alongwith the CI and S W pipe connection of house drainage including flushing, removal of sludge muck outside all labour, tools etc. complete. The contract or has to clean the line from Nahani trap upto inspection chamber or vice-versa complete. 140 NRECIV0014: Cleaning and removing choking from existing rain water pipe including removing the shoe or grating if necessary & fixin g the same without damaging & fitting of specials all labour etc.complete. Up to 5 mtr. Height 150 NRECIV0015: Cleaning of manholes and removal of chokage in sanitary sewer or CRWS manholes and its allied connection by rodding, st eaming, watering manually or by any applied means, making necessary connection of hoses etc. all as per direction of Engineer-in-Cha rge including plugging and dewatering of manholes removal of muck, sludge, floating materials etc. and disposing, the same to dumping pi t within owners premises as directed with all buckets, ropes, wooden plugs, tools, tackles, consumables, safety equipment pumps, ho ses, operative labour etc. complete.: Manholes of depth upto 2.0 M 160 NRECIV0016: Cleaning of manholes and removal of chokage in sanitary sewer or CRWS manholes and its allied connection by rodding, st eaming, watering manually or by any applied means, making necessary connection of hoses etc. all as per direction of Engineer-in-Cha rge including plugging and dewatering of manholes removal of muck, sludge, floating materials etc. and disposing, the same to dumping pi t within owners premises as directed with all buckets, ropes, wooden plugs, tools, tackles, consumables, safety equipment pumps, ho ses, operative labour etc. complete.: Manholes of depth beyond 2.0 M but upto 3.0M 170 NRECIV0017: Cleaning of manholes and removal of chokage in sanitary sewer or CRWS manholes and its allied connection by rodding, st eaming, watering manually or by any applied means, making necessary connection of hoses etc. all as per direction of Engineer-in-Cha rge including plugging and dewatering of manholes removal of muck, sludge, floating materials etc. and disposing, the same to dumping pi t within owners premises as directed with all buckets, ropes, wooden plugs, tools, tackles, consumables, safety equipment pumps, ho ses, operative labour etc. complete.: Manholes of depth beyond 3.0M 180 NRECIV0018: Cleaning of manholes and removal of chokage in OWS manholes and its allied connection by rodding, steaming, watering man ually or by any applied means, making necessary connection of hoses etc. all as per direction of Engineer-in-Charge including pluggi ng and dewatering of manholes, removal of muck, sludge, floating materials etc. and disposing, the same to dumping pit within owner s premises as directed with all buckets, ropes, wooden plugs, tools, tackles, consumables, safety equipment pumps, hoses, operative labour etc. complete.: Manholes of depth upto 2.0 M 190 NRECIV0019: Cleaning of manholes and removal of chokage in OWS manholes and its allied connection by rodding, steaming, watering man ually or by any applied means, making necessary connection of hoses etc. all as per direction of Engineer-in-Charge including pluggi ng and dewatering of manholes, removal of muck, sludge, floating materials etc. and disposing, the same to dumping pit within owner s premises as directed with all buckets, ropes, wooden plugs, tools, tackles, consumables, safety equipment pumps, hoses, operative labour etc. complete.: Manholes of depth beyond 2.0 M but upto 3.0M 200 NRECIV0020: Cleaning of manholes and removal of chokage in OWS manholes and its allied connection by rodding, steaming, watering man ually or by any applied means, making necessary connection of hoses etc. all as per direction of Engineer-in-Charge including pluggi ng and dewatering of manholes, removal of muck, sludge, floating materials etc. and disposing, the same to dumping pit within owner s premises as directed with all buckets, ropes, wooden plugs, tools, tackles, consumables, safety equipment pumps, hoses, operative labour etc. complete.: Manholes of depth beyond 3.0M 210 NRECIV0021: Cleaning dechoking and flushing inspection chambers and connected drain lines with drain cleaning rods, bamboos, compres sed air, steaming etc. removal of oily muck outside the chamber completed upto 100M lead. The item includes transportation of all ma chinery and plants, all labour, tools etc. complete, taking all necessary safety precautions as specified. Water at one point shall be supplied free of cost, hire charges for compressed air shall be paid separately if required. 220 NRECIV0022: Cleaning, dechoking and flushing 100mm/ 50mm SW and sewer line by removing muck, cleaning etc. with bamboo strips or sew er cleaning rods etc. as directed (section between two chambers) all complete including cleaning of two manholes as per direction of the Engineer-in-Charge. 230 NRECIV0025: Material handling and carriage of any material including (but not limited to) rubbish, debris, earth, sludge, manure, ce ment, sand, furniture, plants, etc. by mechanically driven transport for following leads or part thereof including loading, unloadin g and stacking all complete as per the direction of Engineer-in-Charge (Rates will be applicable to net quantities after deduction o f 20 percent for voids): Upto a lead of 1 km 240 NRECIV0026: Material handling and carriage of any material including (but not limited to) rubbish, debris, earth, sludge, manure, ce ment, sand, furniture, plants, etc. by mechanically driven transport for following leads or part thereof including loading, unloadin g and stacking all complete as per the direction of Engineer-in-Charge (Rates will be applicable to net quantities after deduction o f 20 percent for voids): Lead beyond 1 km but upto 2 km 250 NRECIV0027: Material handling and carriage of any material including (but not limited to) rubbish, debris, earth, sludge, manure, ce ment, sand, furniture, plants, etc. by mechanically driven transport for following leads or part thereof including loading, unloadin g and stacking all complete as per the direction of Engineer-in-Charge (Rates will be applicable to net quantities after deduction o f 20 percent for voids): Lead beyond 2 km but upto 3 km 260 NRECIV0028: Material handling and carriage of any material including (but not limited to) rubbish, debris, earth, sludge, manure, ce ment, sand, furniture, plants, etc. by manual labor / manually driven transport for following leads or part thereof including loadin g, unloading and stacking all complete as per the direction of Engineer-in-Charge (Rates will be applicable to net quantities after deduction of 20 percent for voids): Upto a lead of 50 m. 270 NRECIV0029: Material handling and carriage of any material including (but not limited to) rubbish, debris, earth, sludge, manure, ce ment, sand, furniture, plants, etc. by manual labor / manually driven transport for following leads or part thereof including loadin g, unloading and stacking all complete as per the direction of Engineer-in-Charge (Rates will be applicable to net quantities after deduction of 20 percent for voids): Every additional leads of 50 m or part thereof beyond 1st 50 m upto 9 such additional leads. 280 NRECIV0030: Supply of tractor with trailer on hire charges for 08 hours per day including rendering the services of 4 labourers driv er, fuel and other consumables, tools, tackles etc. for transportation of rubbish/ waste materials complete as per directions of Eng ineer-in-Charge.(8 hours working period of one tractor is considered as one tractor day). Unit EACH (EA) stands for tractor days. 290 NRECIV0031: Edging with common burnt clay F.P.S. (non modular) bricks of class designation 7.5, laid dry length wise, including requ ired excavation, refilling, consolidating with hand packing and spreading surplus earth neatly within a lead of 50m. 300 NRECIV0038: Providing comprehensive pest control services to the building, sheds, cable trenches, drains and other facilities of th e establishment, to control the nuisance of various pests including (but not limited to) rodents, snakes, lizards, beehives, cockroa ches, mosquitoes, Red and Black ants, crawling pests, house flies, fruit flies, etc. Job includes placing / injecting rodenticide ba its, glue trays, snake repellent and other chemicals, insecticides, Fogging/fumigation, Removal of bee hives below ground (in trench es upto depth of 1m) and above ground (up to height of 15m), complete with all labours, materials, tools, and tackles, equipments, c onsumables etc complete. Periodicity of scheduled pest control activities shall be monthly, while ad hoc requirement shall be as and when required as directed by EIC whose decision shall be final. Area of measurement for pest control application shall be designate d by EIC. Rate is For (PER SQM PER MONTH) 310 NRECIV0039: Lifting, shifting, loading, unloading on of heavy equipment / material etc etc with the help of hydra/crane etc (Min 12T ) including all accessories like belt, sling etc as per directions of EIC/ Site- Engineer. (Unit EA shall mean carrying out abov e activities for 8 hrs. a day). 320 NRECIV0040: Hire and running charges of loader. (Unit EA shall mean carrying out above activities for 8 hrs. a day). 330 PJEALU2634: Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubul ar 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 ru bber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever require d including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per arc hitectural drawings and the directions of the Engineer-in-Charge. [Note: Glazing, paneling and dash fasteners to be paid for separat ely] : 340 PJEALU2636: Anodised Aluminium (Anodised transparent or dyed to required shade according to IS:1868, Minimum anodic coating of Grade AC-15) 350 PJEALU2637: Powder coated aluminium (Minimum thickness of powder coating 50 micron) 360 PJEALU2638: Polyester powder coated aluminium (Minimum thickness of polyester powder coating 50 micron) 370 PJEALU2639: For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixi ng of fittings wherever required including the cost of EPDM rubber/ neoprene gasket required. [Note: Fittings shall be paid for sepa rately] : 380 PJEALU2640: Anodised Aluminium (Anodised transparent or dyed to required shade according to IS:1868, Minimum anodic coating of Grade AC-15) 390 PJEALU2641: Powder coated aluminium (Minimum thickness of powder coating 50 micron) 400 PJEALU2642: Polyester powder coated aluminium (Minimum thickness of polyester powder coating 50 micron) 410 PJEALU2650: Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS:6315, havin g brand logo embossed on the body/ plate with double spring mechanism and door weight up to 125 Kg, for doors, including cost of cut ting 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 directions of the Engineer-in-Charge. : 420 PJEALU2651: With stainless steel cover plate minimum 1.25 mm thickness 430 PJEALU2652: With brass cover plate minimum 1.25 mm thickness 440 PJEALU2685: Filling the gap in between Aluminium/ Stone/ Wood frame and adjacent RCC/ Brick/ Stone/ Wood/ Ceramic/ Gypsum work by pr oviding weather/ structural non-sag elastomeric PU sealant over backer rod of approved quality as per architectural drawings and dir ections of the Engineer-in-Charge complete, complying to ASTM C920, DIN 18540-F & ISO 11600 : 450 PJEALU2686: Up to 5 mm depth and 5 mm width 460 PJEALU2687: Up to 10 mm depth and 10 mm width 470 PJEALU2688: Up to 20 mm depth and 20 mm width 480 PJEALU2689: Providing and fixing, on fixed glazing/ doors/ window panes, sun control film HP NATURAL 35 SAFETY COMBINATION FILM-4Mi l of M/s. GARWARE or approved equivalent make and shade, all complete as per manufacturers specification and as per directions of the Engineer-in-Charge. 490 PJECLA0192: Marble work gang saw cut (polished and machine cut) Raj Nagar Plain white marble/ Udaipur green marble/ Zebra black marb le 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 ceme nt : 3 coarse sand), including pointing with white cement mortar 1:2 (1 white cement : 2 marble dust) with an admixture of pigment t o match the marble shade [Note: To be secured to the backing by means of cramps, which shall be paid for separately] : 500 PJECLA0193: Area of slab up to 0.50 sqm 510 PJECLA0194: Area of slab over 0.50 sqm 520 PJECLA0195: Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut Raj Nagar Plain white marble/ Udaipur green marble/ Zebra black marble for kitchen platforms, vanity counters, window sills, facias and similar loca tions 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 : 530 PJECLA0196: Area of slab up to 0.50 sqm 540 PJECLA0197: Area of slab over 0.50 sqm 550 PJECLA0198: Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut Granite stone sl ab of colour black, Cherry/Ruby red for kitchen platforms, vanity counters, window sills, facias and similar locations of required s ize, 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 जोधर्पुर matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels : 560 PJECLA0199: Area of slab up to 0.50 sqm 570 PJECLA0200: Area of slab over 0.50 sqm 580 PJECLA0201: Providing edge moulding to 18 mm thick Marble/ Granite stone counters, Vanities etc., including machine polishing to edg e to give high gloss finish etc. complete as per design approved by the Engineer-in-Charge : 590 PJECLA0202: Marble work 600 PJECLA0203: Granite work 610 PJECLA0206: Mirror polishing on Marble work/ Granite work/ Stone work wherever required to give high gloss finish complete. 620 PJECLA0220: Providing and fixing machine cut, mirror/ eggshell polished Italian Marble stone slab (Perlato, Rosso verona, Fire Red o r Dark Emperadore etc.) of 18 mm thickness for wall lining (veneer work) including dado, skirting, risers of steps etc., in required design and pattern wherever required, stones of different finished surface texture, on 12 mm (average) thick cement mortar 1:3 (1 c ement : 3 coarse sand) laid and jointed with white cement slurry @ 3.3 Kg/sq.m. 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 directe d by the Engineer-in-Charge : 630 PJECLA0221: Extra for stone work for wall lining on exterior walls of height more than 10 m from ground level for every additional h eight of 3 m or part thereof. 640 PJECLA0222: TILE WORK IN CLADDING : 650 PJECLA0223: Providing and fixing first quality ceramic glazed wall tiles conforming to IS:15622 (thickness to be specified by the ma nufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by the Engineer-i n-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 @ 3.3 Kg/sq.m., including pointing in white cement mixed with pigment of matching shade complete. 660 PJECON0069: CEMENT CONCRETE (CAST IN-SITU) : 670 PJECON0070: Providing and laying in position cement concrete of specified grade at all depths including ramming & shuttering etc. c omplete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directio n of Site Engineer: 680 PJECON0071: 1:1.5:3 [1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal siz e derived from natural sources] 690 PJECON0072: 1:2:4 [1 cement : 2 coarse sand (Zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size de rived from natural sources] 700 PJECON0074: 1:3:6 [1 cement : 3 coarse sand (Zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size de rived from natural sources] 710 PJECON0078: Providing and laying damp-proof course 50 mm thick with cement concrete 1:2:4 [1 cement : 2 coarse sand (Zone-III) deriv ed from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources] laid to proper level & line incl uding providing shuttering & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 Kg per sq uare metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications a nd direction of Site Engineer. 720 PJECON0080: Making plinth protection 50 mm thick of cement concrete 1:3:6 [1 cement : 3 coarse sand derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources] over 75 mm thick bed of dry brick ballast 40 mm nominal siz e, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth, etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specificatio ns and directions of the Engineer-in-Charge. 730 PJECON0082: Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manuf acturers specification. [Note: Unit KG shall mean PER BAG OF 50 KG OF CEMENT]. 740 PJECON0085: Providing and laying cement concrete in kerbs, steps and the like at or near ground level excluding the cost of centerin g, shuttering and finishing: 1:1.5:3 [1 cement: 1.5 coarse sand (Zone-III) derived from natural sources : 3 graded stone aggregate 2 0 mm nominal size derived from natural sources] 750 PJECON0087: Providing and fixing up to floor five level precast cement concrete string or lacing courses, copings, bed plates, ancho r blocks, plain window sills, shelves, louvers, steps, stair cases, etc. including hoisting and setting in position with cement mort ar 1:3 (1 cement : 3 coarse sand), cost of required centering complete: 1:1.5:3 [1 cement : 1.5 coarse sand (Zone-III) derived from natural sources : 3 graded stone aggregate 20mm nominal size derived from natural sources] 760 PJECON0088: 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 : 1:1.5:3 [1 cement: 1.5 coarse sand (Zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources] 770 PJEDIS1159: Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per th e directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same s hall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations] : 780 PJEDIS1160: Nominal concrete 1:3:6 or richer mix (including equivalent design mix) 790 PJEDIS1161: Nominal concrete 1:4:8 or leaner mix (including equivalent design mix) 800 PJEDIS1162: Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable mat erial within 50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift o nly & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be d one prior to dismantling operations. (3) Cutting of all reinforcement shall be done using hack saw or chiesel or any other method as approved by the Engineer-in-Charge] 810 PJEDIS1163: Demolishing R.B. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable mate rial within 50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obtained. (2) Providing of n ecessary covers/ barricades around the work area shall be done prior to dismantling operations] 820 PJEDIS1164: Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work as per direction of the Engine er-in-Charge. [Notes: (1) Cutting of all reinforcement shall be done using hack saw or chiesel or any other method as approved by th e Engineer-in-Charge. (2) Payment shall be made on the cross sectional area of R.C.C. or R.B. work] 830 PJEDIS1165: Extra for scrapping, cleaning and straightening reinforcement from R.C.C. or R.B. work. 840 PJEDIS1166: Demolishing brick work in cement mortar manually or by mechanical means including stacking of serviceable material and d isposal of unserviceable material within 50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall b e allowed during day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades aro und the work area shall be done prior to dismantling operations] 850 PJEDIS1168: Demolishing stone rubble masonry in cement mortar manually/ by mechanical means including stacking of serviceable materi al and disposal of unserviceable material within 50 metres lead as per the directions of Engineer-in-Charge. 860 PJEDIS1171: Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc . complete and stacking within 50 metres lead : 870 PJEDIS1172: Of area 3.0 sq. metres and below 880 PJEDIS1173: Of area beyond 3.0 sq. metres 890 PJEDIS1177: Dismantling steel work in single sections including dismembering and stacking within 50 metres lead in : 900 PJEDIS1178: Rolled Steel Joists 910 PJEDIS1179: Channels, angles, tees and flats 920 PJEDIS1181: Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking within 50 me tres lead as per direction of Engineer-in-charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantlin g operations. (3) Cutting of steel shall be done using hack saw or chiesel or any other method as approved by the Engineer-in-Charge .] 930 PJEDIS1185: Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead : 940 PJEDIS1186: For thickness of tiles 10 mm to 25 mm 950 PJEDIS1187: For thickness of tiles above 25 mm and up to 40 mm 960 PJEDIS1188: Demolishing dry brick pitching in floors, drains etc. including stacking serviceable material and disposal of unservicea ble material within 50 metres lead. 970 PJEDIS1190: Demolishing brick tile covering in terracing including stacking of serviceable material and disposal of unserviceable ma terial within 50 metres lead. 980 PJEDIS1191: Demolishing mud phaska in terracing and disposal of material within 50 metres lead. 990 PJEDIS1192: Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of : 1000 PJEDIS1193: G.S. Sheet 1010 PJEDIS1194: Asbestos Sheet 1020 PJEDIS1198: Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 50 metres lead. 1030 PJEDIS1200: Dismantling precast concrete or stone slabs in walls, partition walls etc. including stacking within 50 metres lead : 1040 PJEDIS1201: Thickness up to 40 mm 1050 PJEDIS1202: Thickness above 40 mm up to 75 mm 1060 PJEDIS1204: Dismantling C.I. or asbestos rain water pipe with fittings and clamps including stacking the material within 50 metres l ead : 1070 PJEDIS1205: 75 to 80 mm dia pipe 1080 PJEDIS1206: 100 mm dia pipe 1090 PJEDIS1207: 150 mm dia pipe 1100 PJEDIS1208: Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable mater ial within 50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift onl y & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be don e prior to dismantling operations.(3) Adequate safety precautions shall also be taken care before commencement of any activity] : 1110 PJEDIS1209: Water Bound Macadam Road 1120 PJEDIS1210: Bituminous Road 1130 PJEDIS1211: 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 the directions of Engineer-in-Charge : 1140 PJEDIS1212: 15 mm to 40 mm nominal bore 1150 PJEDIS1213: Above 40 mm nominal bore 1160 PJEDIS1214: Dismantling C.I. pipes including excavation and refilling trenches after taking out the pipes, manually/ by mechanical m eans breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes & lead at site within 50 metre lead as per the directions of Engineer-in-Charge : 1170 PJEDIS1215: Up to 150 mm diameter 1180 PJEDIS1216: Above 150 mm dia up to 300 mm dia 1190 PJEDIS1217: Above 300 mm diameter 1200 PJEDIS1221: Dismantling asbestos cement pressure pipes including excavation and refilling trenches after taking out the pipes manual ly/ by mechanical means and stacking the pipes within 50 metres lead as per the directions of Engineer-in-Charge : 1210 PJEDIS1222: Up to 150 mm diameter 1220 PJEDIS1223: Above 150 mm diameter 1230 PJEDIS1224: 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 metre s lead as per the directions of Engineer-in-Charge. 1240 PJEDIS1228: 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. 1250 PJEDIS1232: Dismantling of spindle fire hydrant including stacking of useful materials within 50 metres lead. 1260 PJEDIS1233: 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. 1270 PJEDIS1234: Dismantling aluminium/ gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unservic eable surplus material and stacking of serviceable material with in 50 meters lead as directed by the Engineer-in-Charge. 1280 PJEDIS1237: 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 the Engineer-in-Charge, beyond 50 m initial lead, for all leads including all lifts involved. 1290 PJEDRA2505: Supplying and fixing C.I. cover 300x300 mm without frame for gully trap (standard pattern) the weight of cover to be not less than 4.5 Kg 1300 PJEDRA2506: Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality : 1310 PJEDRA2507: Light Duty-2.5 : 1320 PJEDRA2508: Rectangular shape 600x450 mm internal dimensions 1330 PJEDRA2509: Square shape 450 mm internal dimensions 1340 PJEDRA2510: Circular shape 450 mm internal diameter 1350 PJEDRA2511: Medium Duty-10 : 1360 PJEDRA2512: Square shape 450 mm internal dimensions 1370 PJEDRA2513: Circular shape 500 mm internal diameter 1380 PJEDRA2514: Heavy Duty-20 : 1390 PJEDRA2515: Circular shape 560 mm internal diameter 1400 PJEDRA2516: Extra Heavy Duty-35 : 1410 PJEDRA2517: Circular shape 560 mm internal diameter 1420 PJEDRA2518: 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 si des with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels fo r the drain etc. complete : 1430 PJEDRA2519: For pipes 100 to 250 mm diameter 1440 PJEDRA2520: For pipes 250 to 300 mm diameter 1450 PJEDRA2521: For pipes 350 to 450 mm diameter 1460 PJEDRA2550: Providing and fixing self cleaning S.C.I. heavy quality Floor/ Nahani trap with 100mm diameter inlet and 100mm diameter outlet, 125mm C.P. brass grating (heavy type) with or without vent arm including cost of cutting and making good the walls and floor s, jointing with lead caulked joints, connecting with waste water pipe etc. complete in all respects inclusive of cost of all materi als, labour, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. 1470 PJEDRA2551: Providing and fixing 32mm diameter (Nominal Bore) brass ball valve of approved quality complete with high pressure coppe r floats, complete in all respects inclusive of cost of all materials, labour, tools, tackles, etc. complete as per specifications a nd directions of the Engineer-in-Charge. 1480 PJEDRA2553: Construction of second class brick masonary open surface drain (Size: 200mm wide & 200mm average depth) in cement mortar 1:4 laid over a bed of 150mm thick cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) i ncluding making haunches and providing 15mm thick cement plaster in CM 1:4 (1 cement : 4 coarse sand) with a floating coat of neat c ement inside and its top and exposed surfaces, including excavatioin, disposal of the surplus earth up to any lead and lift as per s tandard design and drawing, complete in all respects inclusive of cost of all labour, materials, carriages, excavation and refilling , curing etc., as per specifications and directions of the Engineer-in-Charge. 1490 PJEDRA2588: Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. [Note: Unit KL shall mean KILO LITRE] 1500 PJEDRA2589: Cleaning and desilting of gully trap chamber, including removal of rubbish mixed with earth etc. and disposal of same, a ll as per the directions of Engineer-in-Charge. 1510 PJEDRA2590: Cleaning of chocked sewer line by diesel running vehicle mounting hydraulic operated high pressure suction cum jetting s ewer cleaning machine fitted with pump having 4000 litres suction capacity and 6000 litres water jetting tank capacity including ski lled operator, supervising engineer etc. for cleaning and partial desilting of manholes and dechocking of sewer lines. Dechocking an d flushing of sewer line from one manhole to another by high pressure jetting system of 2200 PSI for sewer line from 150 mm dia up t o 300 mm dia for all depth. 1520 PJEEAR0002: 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) i n all kinds of soil including getting out and disposal of excavated earth up to all lead and lift, as directed by the Engineer-in-Ch arge. 1530 PJEEAR0004: Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas including trimming of sides of the trenches, dressing, ramming and levelling the bottom of the trenches correct to level, grade etc. including filling in sid es of foundation trenches, plinth etc. with the excavated earth available and/or depositing the excess earth within station area l imits, in layers not exceeding 20 cms. thick, consolidating each deposited layer by ramming, watering, dressing to level and grade , complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direc tion of Site Engineer. 1540 PJEEAR0005: In all kinds of soil 1550 PJEEAR0006: In Ordinary rock 1560 PJEEAR0009: Supplying and filling selected earth/ moorum (excluding black cotton soil) from Contractors own borrow areas including royalty, with all leads and lifts in trenches, plinth, sides of foundation etc. including watering, compacting in layers not exceed ing 20cm thickness, complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specif ications and direction of Site Engineer. 1570 PJEEAR0011: Supplying and filling coarse sand under floors, in foundations and plinth including cost-of sand, royalty, transportatio n, loading , unloading, spreading in layers not exceeding 20 cm., watering, ramming, compacting, dressing and levelling etc. compl ete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer. 1580 PJEEAR0013: Supplying all labour, materials, tools, chemicals, spray pumps etc. for making pre-constructional anti-termite treatment & creating a continuous chemical barrier under & all round the column pits, wall trenches, top surface of plinth filling, junction of wall & floor, along the exterior perimeter of the building, complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer. [Note: Total plinth area of the building shall be measured for payment]. 1590 PJEEAR0014: Supplying chemical emulsion (Chlorpyriphos/ Lindane emulsifiable concentrate of 20%) in sealed containers including deli very as specified. 1600 PJEEAR0015: Diluting and injecting chemical emulsion (Chlorpyriphos/ Lindane E.C. 20% with 1% concentration) for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : 1610 PJEEAR0016: 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 : 1620 PJEEAR0017: Along the external wall below concrete or masonry apron using chemical emulsion @ 2.25 litres per linear metre including drilling and plugging holes etc. : 1630 PJEEAR0020: Treatment at points of contact of wood work by chemical emulsion Chlorpyriphos/ Lindane (in oil or kerosene based soluti on) @ 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 : 1640 PJEEAR0021: Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measu red 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. 1650 PJEEAR0022: Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. 1660 PJEEAR0023: Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, r emoving the roots and stacking of serviceable material and disposal of unserviceable material : 1670 PJEEAR0024: Beyond 30 cm girth upto and including 60 cm girth 1680 PJEEAR0025: Beyond 60 cm girth upto and including 120 cm girth 1690 PJEEAR0026: Beyond 120 cm girth upto and including 240 cm girth 1700 PJEEAR0027: Above 240 cm girth 1710 PJEEAR0028: Disposal of moorum/ building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to designated location/ approved municiple dumping ground for lead up to 10 Km and for a ll lifts, complete as per directions of the Engineer-in-Charge. [Note: This item shall also be applicable in urban areas having dire ctions for restricted hours for movement/ plying of load carrying motor vehicles of 3.5 cum or more.] 1720 PJEEAR0030: Excavating trenches by mechinical / manual means of required width in all kinds of soil for pipes, cables, etc. includin g excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and th en 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, all work up to any lead & lift as directed by the Engineer-in-Charge : 1730 PJEEAR0031: Pipes, cables etc. not exceeding 80 mm dia. 1740 PJEEAR0032: Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia 1750 PJEEAR0033: Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm 1760 PJEEAR0034: Excavating trenches of required width in ordinary rock for pipes, cables, etc. including excavation for sockets, getting out the excavated materials, returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. , stacking servicable materials for measurements and disposal of unservicable materials, all work up to any lead & lift as directed by the Engineer-in-Charge : 1770 PJEEAR0035: Trench depth upto 1.5m : 1780 PJEEAR0036: Pipes, cables etc. not exceeding 80 mm dia 1790 PJEEAR0037: Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia 1800 PJEEAR0038: Pipes, cables exceeding 300 mm dia but not exceeding 600 mm dia 1810 PJEEAR0039: Trench depth exceeding 1.5 m but not exceeding 3 m: 1820 PJEEAR0040: Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia 1830 PJEEAR0041: Pipes, cables exceeding 300 mm dia but not exceeding 600 mm dia 1840 PJEEAR0042: Trench depth exceeding 3 m but not exceeding 4.5 m: 1850 PJEEAR0043: Pipes, cables exceeding 300 mm dia but not exceeding 600 mm dia 1860 PJEEAR0066: Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceedin g 20 cm in depth, consolidating each deposited layer by ramming and watering, all works up to any lead and lift 1870 PJEFIN0898: CEMENT PLASTER (IN FINE SAND) : 1880 PJEFIN0899: 12 mm cement plaster of mix : 1890 PJEFIN0900: 1:4 (1 cement : 4 fine sand) 1900 PJEFIN0901: 1:6 (1 cement : 6 fine sand) 1910 PJEFIN0905: 20 mm cement plaster of mix : 1920 PJEFIN0906: 1:4 (1 cement : 4 fine sand) 1930 PJEFIN0907: 1:6 (1 cement : 6 fine sand) 1940 PJEFIN0908: CEMENT PLASTER (IN COARSE SAND) : 1950 PJEFIN0909: 12 mm cement plaster of mix : 1960 PJEFIN0910: 1:4 (1 cement : 4 coarse sand) 1970 PJEFIN0911: 1:6 (1 cement : 6 coarse sand) 1980 PJEFIN0915: 20 mm cement plaster of mix : 1990 PJEFIN0916: 1:4 (1 cement : 4 coarse sand) 2000 PJEFIN0917: 1:6 (1 cement : 6 coarse sand) 2010 PJEFIN0918: CEMENT PLASTER WITH A FLOATING COAT OF NEAT CEMENT 2020 PJEFIN0919: 12 mm cement plaster finished with a floating coat of neat cement of mix : 2030 PJEFIN0920: 1:3 (1 cement : 3 fine sand) 2040 PJEFIN0921: 1:4 (1 cement : 4 fine sand) 2050 PJEFIN0925: Cement plaster 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement : 2060 PJEFIN0926: 12 mm cement plaster 2070 PJEFIN0927: 20 mm cement plaster 2080 PJEFIN0942: Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufactu rers [Note: Unit BAG shall mean PER BAG OF 50 KG CEMENT USED IN THE MIX). 2090 PJEFIN0943: Extra for plastering exterior walls of height more than 10 m from ground level for every additional height of 3 m or par t thereof. 2100 PJEFIN0944: Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and s mooth complete. 2110 PJEFIN0945: Providing & fixing galvanized chicken wire net 20 Gauge, 20 mm mesh size in plastering work at the junction of RCC Colum ns/ Beams brickwork as directed by the Engineer-in-Charge. 2120 PJEFIN0963: Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved ma nufacturer and of required shade and colour all complete to achieve even shade and colour :New work (two or more coats) over and inc luding water thinnable priming coat with cement primer having VOC content less than 50 gram/litre 2130 PJEFIN0964: EXTERIOR FINISHING : 2140 PJEFIN0965: Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 Kg/10 sq m) 2150 PJEFIN0966: 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 2160 PJEFIN0967: 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 @ 0.9 kg/10 sqm) 2170 PJEFIN0968: 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 @ 0.9 kg/10 sqm) 2180 PJEFIN0969: Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifica tions : 2190 PJEFIN0970: 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 2200 PJEFIN0971: 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. 2210 PJEFIN0972: Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm ov er an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture. 2220 PJEFIN0973: Finishing walls with ready mixed Premium acrylic emulsion paint (Company Depot Tinted) 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 with silicon ad ditives: 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. 2230 PJEFIN0974: Applying priming coat : 2240 PJEFIN0975: With ready mixed aluminium primer of approved brand and manufacture on resinous wood and plywood 2250 PJEFIN0976: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works 2260 PJEFIN0977: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel work (second coat) 2270 PJEFIN0978: Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturers specification s including appropriate priming coat, preparation of surface, etc. complete : 2280 PJEFIN0979: On steel work 2290 PJEFIN0980: On concrete work 2300 PJEFIN0981: Painting (two or more coats) on rain water, soil, waste and vent pipes and fittings with black anticorrosive bitumastic paint of approved brand and manufacture, over and including a priming of ready mixed zinc chromate yellow primer on new work : 2310 PJEFIN0982: 75 mm diameter pipes 2320 PJEFIN0983: 100 mm diameter pipes 2330 PJEFIN0984: 150 mm diameter pipes 2340 PJEFIN0985: Painting with oil type wood preservative of approved brand and manufacture : New work (two or more coats) 2350 PJEFIN0986: Providing and applying two coats of fire retardant paint on cleaned wood/ ply surface @ 3.5 sqm per litre per coat inclu ding preparation of base surface as per recommendations of manufacturer to make the surface fire retardant. 2360 PJEFIN0987: Coal tarring two coats on new work using 0.16 Litre and 0.12 Litre coal tar per sqm in the first coat and second coat re spectively. 2370 PJEFIN0988: Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work 2380 PJEFIN0989: Painting with aluminium paint of approved brand and manufacture to give an even shade : Two or more coats on new work 2390 PJEFIN0990: Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade : Two or mor e coats on new work 2400 PJEFIN0991: Varnishing with varnish of approved brand and manufacture : 2410 PJEFIN0992: Two or more coats of glue sizing with copal varnish over an under coat of flatting varnish 2420 PJEFIN0993: Two or more coats glue sizing with spar varnish or an under coat of flatting varnish 2430 PJEFIN0996: Lettering with black Japan paint of approved brand and manufacture. [Note: Unit EA shall mean PER LETTER PER CM HEIGH T]. 2440 PJEFIN0997: 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. 2450 PJEFIN0998: Distempering with 1st quality acrylic distemper, having VOC (Volatile Organic Compound) content less than 50 grams/ litr e, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour : Old work (one or more coats) 2460 PJEFIN0999: 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 : 2470 PJEFIN1000: One coat 2480 PJEFIN1001: Two coats 2490 PJEFIN1002: 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 : 2500 PJEFIN1003: One coat 2510 PJEFIN1004: Two coats 2520 PJEFIN1005: Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content : 2530 PJEFIN1006: With ready mixed pink or grey primer on wood work (hard and soft wood) having VOC content less than 50 grams/ litre. 2540 PJEFIN1007: With water thinnable cement primer on wall surface having VOC content less than 50 grams/ litre. 2550 PJEFIN1008: Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repair s to scratches etc. complete. 2560 PJEFIN1009: 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. 2570 PJEFIN1010: 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 : 2580 PJEFIN1011: 75 mm diameter pipes 2590 PJEFIN1012: 100 mm diameter pipes 2600 PJEFIN1013: 150 mm diameter pipes 2610 PJEFIN1014: Painting (one or more coats) on rain water, soil, waste and vent pipes and fittings with synthetic enamel paint of appro ved brand and manufacture and required colour on old work : 2620 PJEFIN1015: 75 mm diameter pipes 2630 PJEFIN1016: 100 mm diameter pipes 2640 PJEFIN1017: 150 mm diameter pipes 2650 PJEFIN1018: Painting with oil type wood preservative of approved brand and manufacture : Old work (one or more coats) 2660 PJEFIN1019: 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 2670 PJEFIN1020: Painting with aluminium paint of approved brand and manufacture to give an even shade : One or more coats on old work 2680 PJEFIN1021: Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade : One or mor e coats on old work 2690 PJEFIN1022: French spirit polishing : One or more coats on old work 2700 PJEFIN1023: Polishing on wood work with ready made wax polish of approved brand and manufacture : Old work 2710 PJEFIN1024: Re-lettering with black Japan paint of approved brand and manufacture. [Note: Unit EA shall mean PER LETTER PER CM HE IGHT]. 2720 PJEFIN1025: Painting (one or more coats) with black Japan paint of approved brand and manufacture to give an even shade. 2730 PJEFIN1026: Finishing walls with water proofing cement paint of required shade : 2740 PJEFIN1027: Old work (one or more coats applied @ 2.20 kg/10 sqm) over priming coat of primer applied @ 0.80 litrs/10 sqm complete i ncluding cost of Priming coat. 2750 PJEFIN1028: Old work (one or more coats applied @ 2.20 kg/10 sqm) complete. 2760 PJEFIN1029: Finishing walls with textured exterior paint of required shade 2770 PJEFIN1030: Old work (Two or more coats on existing cement paint surface applied @ 3.28 ltr/10 sqm. 2780 PJEFIN1031: Old work (One or more coats) applied @ 1.82 ltr/10 sqm. 2790 PJEFIN1032: Finishing walls with Acrylic Smooth exterior paint of required shade : 2800 PJEFIN1033: Old work (Two or more coat applied @ 1.67 ltr/10 sqm) on existing cement paint surface. 2810 PJEFIN1034: Old work (One or more coat applied @ 0.90 ltr/10 sqm) 2820 PJEFIN1035: Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade : 2830 PJEFIN1036: Old work (Two or more coats applied @ 1.43 ltr/ 10 sqm) over existing cement paint surface. 2840 PJEFIN1037: Old work (one or more coats applied @ 0.83 ltr/10 sqm) 2850 PJEFIN1038: Varnishing with varnish of approved brand and manufacture : 2860 PJEFIN1039: One or more coats with copal varnish 2870 PJEFIN1040: One or more coats with spar varnish 2880 PJEFIN1041: Melamine polishing on wood work (one or more coat). 2890 PJEFIN1042: Varnishing with flatting varnish of approved brand and manufacture one or more coats on old work. 2900 PJEFIN1043: Providing Plaster of Paris coating on ceiling as per approved design complete in all respects inclusive of cost of all l abour, materials, tools, tackles etc. as per specifications and directions of the Engineer-in-Charge. 2910 PJEFLO0706: FLOORING : 2920 PJEFLO0707: Brick on edge flooring with bricks of class designation 7.5 on bed of 12 mm cement mortar, including filling the joint s with same mortar, with common burnt clay non modular bricks : 2930 PJEFLO0708: 1:4 (1 cement : 4 coarse sand) 2940 PJEFLO0709: 1:6 (1 cement : 6 coarse sand) 2950 PJEFLO0710: Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, includ ing filling joints with sand, with common burnt clay non modular bricks. 2960 PJEFLO0711: Supplying and laying flat brick soling in foundation trench, in floors, garages, sumps, etc., with bricks of class desig nation 50 laid to proper slope, level and grade etc. filling of the joints with sand etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. 2970 PJEFLO0712: Providing and laying cement concrete flooring 25 mm thick of mix 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggreg ates 12.5 mm nominal thickness), laid monolithically over base of concrete in panels at all locations and heights including treads o f steps, nosing, landing slab etc. and finished with a floating coat of neat cement @ 2.20 Kg of cement per sqm of flooring, supplyi ng and fixing 1.5 mm thick aluminium strips for full depth, chequering in floor finish if required, rounding, sloping, curing, finis hing, preparation of slab, steps, etc., complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. [Note: Payment for base concrete shall be made under relevant item]. 2980 PJEFLO0713: 40 mm thick cement concrete Flooring with P.C.C. of grade mix 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of step s etc. complete : 2990 PJEFLO0714: Providing and laying 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 c onsisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 li tre per 50 kg of cement or as per manufacturers specifications. This includes cost of cement slurry, but excluding the cost of nosi ng of steps etc. complete. 3000 PJEFLO0715: 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 ce ment : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12 mm 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 cemen t or as per manufacture’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. comple te. 3010 PJEFLO0716: Providing and laying 52 mm thick cement concrete flooring with metallic hardner topping, under layer of 40 mm thick ceme nt concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer of 12 mm thick metallic con crete hardner consisting of mix 1:2 (1 cement : 2 stone aggregate 6 mm nominal size) by volume with which metallic hardening compoun d such as IRONITE NO. 1 of IRONITE CO. OF INDIA LTD. or aproved equivalent mixed in the ratio 4:1 (4 parts of cement : 1 part of met allic floor hardening compound of approval quality) by weight, inclusive of cost of finishing, labour, material, equipment, etc. as per specifications and directions of the Engineer-in-Charge. 3020 PJEFLO0722: TILE FLOORING : 3030 PJEFLO0723: Chequered 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) : 3040 PJEFLO0724: Light shade pigment using white cement 3050 PJEFLO0725: Medium shade pigment using 50% white cement 50% Grey cement 3060 PJEFLO0726: Dark shade pigment using ordinary cement 3070 PJEFLO0727: Ordinary cement without any pigment 3080 PJEFLO0728: Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make & colour using acid and/or alkali r esisting mortar bedding and filling joints with acid and/or alkali resisting cement as per IS:4457, all complete as per specifcation s and directions of the Engineer-in-Charge : 3090 PJEFLO0729: In flooring on a bed of 10 mm thick mortar 1:4 (1 acid and/or alkali resistant cement : 4 coarse sand) : 3100 PJEFLO0730: In dado/ skirting on 12 mm thick mortar 1:4 (1 acid and/or alkali resistant cement : 4 coarse sand) : 3110 PJEFLO0731: MARBLE STONE FLOORING : 3120 PJEFLO0732: Marble stone flooring with 18 mm thick marble stone, as per sample of marble approved by the 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 : 3130 PJEFLO0733: Makrana White Second Quality 3140 PJEFLO0734: Raj Nagar Plain 3150 PJEFLO0735: Agaria White 3160 PJEFLO0736: Black Zebra 3170 PJEFLO0737: Udaipur Green Marble 3180 PJEFLO0738: Pink Plain Marble 3190 PJEFLO0742: Providing and laying machine cut, mirror polished, 18 mm thick Italian Marble Stone slab (Perlato, Rosso verona, Fire Re d or Dark Emperadore, etc.) flooring laid in required pattern in linear portion of the building all complete as per architectural dr awings, with 18 mm thick stone slab laid over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jo inted with white cement slurry @ 4.4 Kg/sq.m., 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. 3200 PJEFLO0743: Providing and laying machine cut, mirror polished Marble stone flooring, in required design (Simple geometrical, abstrac t etc.) and in patterns in combination with Italian marble stone slabs (Perlato, Rosso verona, Fire Red or Dark Emperadore, etc.) of different colours, shades and finished surface texture etc., in linear portions of the building, all complete as per the architectu ral drawings, with 18 mm thick stone slab laid over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with white cement slurry @ 4.4 Kg/sq.m. including pointing with white cement slurry admixed with pigment to match the ma rble shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge : 3210 PJEFLO0744: Providing and laying natural Rajnagar White Marble tile strips 50 mm wide in flooring/ stairs laid over 20 mm thick ceme nt mortar 1:3 (1 cement : 3 coarse sand) including grouting the joints with white cement and matching pigment shade, cutting etc. as per manufacturers recommendation complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per d rawings, specifications and directions of the Engineer-in-Charge. (Minimum length of strip shall be 600 mm). 3220 PJEFLO0745: GRANITE STONE FLOORING : 3230 PJEFLO0746: Providing and laying flamed finish Granite stone slab (Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent) floori ng 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 jointe d with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and poli shing etc. all complete as specified and as directed by the Engineer-in-Charge. 3240 PJEFLO0747: Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear p ortions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base o f cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed wit h pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer- in-Charge. 3250 PJEFLO0748: Polished Granite stone slab of colour Black, Cherry/Ruby Red or equivalent 3260 PJEFLO0749: Polished Granite stone slab of all colour and texture except Black, Cherry/Ruby Red 3270 PJEFLO0750: Providing and laying natural granite stone tile strips 50 mm wide in flooring of approved shade laid over 20 mm thick ce ment mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement and matching pigment shade, cutting etc. as per manufacturers recommendation complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. (Minimum length of strip shall be 600 mm). 3280 PJEFLO0761: VITRIFIED FLOOR TILES : 3290 PJEFLO0762: 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 mort ar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 Kg/sq.m. including grouting the joints with white cement a nd matching pigments etc., complete : 3300 PJEFLO0763: Size of Tile 500x500 mm 3310 PJEFLO0764: Size of Tile 600x600 mm 3320 PJEFLO0765: Size of Tile 800x800 mm 3330 PJEFLO0766: Size of Tile 1000x1000 mm 3340 PJEFLO0767: 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 average 6 mm thickness, includin g grouting of joints. [Note: Payment for grouting of joints shall be made separately] : 3350 PJEFLO0768: Size of Tile 500x500 mm 3360 PJEFLO0769: Size of Tile 600x600 mm 3370 PJEFLO0770: Size of Tile 800x800 mm 3380 PJEFLO0771: Size of Tile 1000x1000 mm 3390 PJEFLO0772: Providing and laying Double Charge Vitrified Tiles (polished finish) of specified sizes (thickness to be specified by th e Manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacture, in all colours an d 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. The tiles must be cut with the zero chipping diamond cutter only. L aying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, levelling system and rubber mallet for placing the tiles gently and easily : 3400 PJEFLO0773: Size of Tile 600 x 600 mm 3410 PJEFLO0774: Size of Tile 600 x 1200 mm 3420 PJEFLO0775: Size of Tile 800 x 800 mm 3430 PJEFLO0776: Size of Tile 800 x 1600 mm 3440 PJEFLO0777: Size of Tile 1000 x 1000 mm 3450 PJEFLO0778: Providing and laying Glazed Vitrified Tiles (polished finish) of specified sizes (thickness to be specified by the Manuf acturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacture, in all colours and shade s, laid on 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 Kg/sqm including groutin g the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only. Laying o f tiles will be done with the notch trowel, plier, wedge, clips of required thickness, levelling system and rubber mallet for placin g the tiles gently and easily : 3460 PJEFLO0779: Size of Tile 600 x 600 mm 3470 PJEFLO0780: Size of Tile 600 x 1200 mm 3480 PJEFLO0781: Size of Tile 800 x 800 mm 3490 PJEFLO0782: Size of Tile 800 x 1200 mm 3500 PJEFLO0783: Size of Tile 1200 x 1200 mm 3510 PJEFLO0784: Providing and laying Glazed Vitrified Tiles (Matt/ Antiskid finish) of specified sizes (thickness to be specified by the Manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacture, 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 g routing the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only. La ying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, levelling system and rubber mallet for placing the tiles gently and easily : 3520 PJEFLO0785: Size of Tile 600 x 600 mm 3530 PJEFLO0786: Size of Tile 600 x 1200 mm 3540 PJEFLO0787: Size of Tile 800 x 800 mm 3550 PJEFLO0788: Size of Tile 800 x 1200 mm 3560 PJEFLO0789: Size of Tile 1200 x 1200 mm 3570 PJEFLO0790: Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorpti on less than 0.08 % and conforming to IS:15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm th ick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 Kg/sq.m. including grouting the joint with white cement & matching pigments etc. complete : 3580 PJEFLO0791: Size of Tile 500x500 mm 3590 PJEFLO0792: Size of Tile 600x600 mm 3600 PJEFLO0793: Size of Tile 800x800 mm 3610 PJEFLO0794: Size of Tile 1000x1000 mm 3620 PJEGEN2809: GENERAL WORKS : 3630 PJEGEN2816: Supply, installation, testing & commissioning of Turbo Roof Air Ventilators of Fan Size- 24 inch (neck/ throat dia.), Ve ntilator Diameter- 30 inch, Ventilator Base (FRP)- standard width 1.8m x dome height 750mm, Opening for ventilation dome- 860mm x 68 0mm x 608mm, thickness 2mm etc. complete in all respects and as per specifications and directions of the Engineer-in-Charge. 3640 PJEGEN2821: Providing and erecting 2.0 metre high temporary barricading at site; each panel of size 2.5m x 2.0m made of 40x40x6mm an gle iron or 50x50x3mm hollow MS tube posts/ horizontal members/ bracings covered with 1.63mm thick MS Sheet. The steel shall be fixe d with 30x5mm MS flat by suitable welding/ riveting. The panels shall be made so that gap of 50cm above the ground is available maki ng overall height as 2.5m. MS channel ISLC75 @ 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 E ngineer-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 ba rricading provided shall be retained in position at site continuously including 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 da mages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be r emoved without prior approval of the Engineer-in-Charge. [Note: One time payment shall be made for providing barricading from start of work till completion of work including shifting. The barricading provided shall remain to be the property of the contractor on co mpletion of the work]. 3650 PJEGEN2824: Providing and laying Non-Woven Geo Textile Mat NW 300 made from high quality polypropylene fibres having mass of 300 gra ms/ SQ.M of GAYATRI or approved equivalent make inclusive of cost of all labour, materials, tools, tackles etc. as per manufacturer s recommendations and directions of the Engineer-in-Charge. 3660 PJEHOR2827: HORTICULTURE & LANDSCAPING : 3670 PJEHOR2828: Supplying and stacking of good earth at site including royalty and carriage up to any lead complete. [Note: Volume of ea rth measured in stacks will be reduced by 20% for payment]. 3680 PJEHOR2829: Supplying and stacking sludge at site including royalty and carriage up to any lead complete. [Note: Volume of sludge me asured in stacks will be reduced by 8% for payment]. 3690 PJEHOR2830: Supplying and stacking of well decayed cattle manure at site including royalty and carriage up to any lead complete. [No te: Volume of cattle manure measured in stacks will reduced by 8% for payment]. 3700 PJEHOR2835: Mixing earth and sludge or manure in the required proportion specified or directed by the Engineer-In-Charge. 3710 PJEHOR2836: Spreading of sludge, dump manure and/or good earth in required thickness including removal of debris/ un-wanted material , consolidation, dressing, levelling and watering etc. complete as per directions of the Engineer-in-Charge. [Note: Cost of sludge, dump manure and/or good earth shall be paid separately under relevant item of SOR]. 3720 PJEHOR2837: Filling mixture of earth and sludge or manure in the desired proportion in trenches, flooding with water and leveling. [ Note: Cost of supplying earth and sludge or manure and mixing shall be paid separately under relevant items of SOR]. 3730 PJEHOR2838: Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then dispo sing of surplus soil, by spreading and neatly levelling within a lead of 50 m and making up the trenched area to proper levels by fi lling with earth or earth mixed with sludge or/ and manure before and after flooding trench with water. [Note: The rate is excluding cost of imported earth, sludge or manure]. 3740 PJEHOR2839: Rough dressing the trenched ground including breaking clods. 3750 PJEHOR2840: Flooding the ground with water including making kiaries and dismantling the same. 3760 PJEHOR2841: Uprooting weeds from the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted veg etation. 3770 PJEHOR2844: Uprooting rank vegetation and weeds by digging the area to a depth of 60 cm, removing all weeds and other growth with ro ots by forking repeatedly, breaking clods, rough dressing, flooding with water, uprooting fresh growths after 10 to 15 days and then fine dressing for planting new grass, including disposal of all rubbish with all leads and lifts. 3780 PJEHOR2845: Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further dep th 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 sta cked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with w ater, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of material s declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete. [Note: Cost of sludge, manure or extra earth shall be paid for separately under relevant item of SOR]. 3790 PJEHOR2846: 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. [Note: Cost of m anure, sludge or extra good earth if needed shall be paid separately under relevant item of SOR]. 3800 PJEHOR2847: Holes 1.2 m diameter and 1.2 m deep 3810 PJEHOR2848: Holes 90 cm diameter and 90 cm deep 3820 PJEHOR2849: Holes 60 cm diameter and 60 cm deep 3830 PJEHOR2850: Holes 45 cm diameter and 45 cm deep 3840 PJEHOR2851: Supplying & Stacking of Selection No.1/ Doob Grass at site fresh & free from weeds having proper roots in green includin g loading, unloading, carriage and all taxes paid etc. complete as per directions of the Engineer-in-Charge. 3850 PJEHOR2852: Grassing with selection No. 1/ Doob grass including watering and maintenance of the lawn for 30 days or more till the gr ass forms a thick lawn, free from weeds and fit for mowing including supply and filling of good earth, if required during maintenanc e period. [Note: The grass and good earth shall be paid for separately under relevant item of SOR] : 3860 PJEHOR2853: In rows 5 cm apart in both directions 3870 PJEHOR2854: With grass Turf 3880 PJEHOR2855: Providing and laying Neelgiri/ Mexican grass turf with earth 50mm to 60mm thickness of existing ground prepared with pro per 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, complete as per direction of the En gineer-in-Charge. 3890 PJEHOR2856: 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 wate ring the same maintenance for 30 days or more till the grass establish properly, complete as per direction of the Engineer-in-Charge . 3900 PJEHOR2857: Plantation of Trees, Shrubs and Hedges at site including watering and removal of unserviceable materials as per directio n of the Engineer-in-Charge (excluding cost of plant & water): 3910 PJEHOR2858: Tree Plant 3920 PJEHOR2859: Shrub Plant 3930 PJEHOR2860: Hedge Plant/ Ground Cover 3940 PJEHOR2861: Supply and planting sapling (not less than 45 cm in height and 60 cm centre to centre) of Casurina, Labrum, Gulmohar, As hokas, Bottle Palm, Bougenvilla, Hibiscus, Roses or other approved type of variety of plants, watering & maintenance for 30 days min imum complete in all respects inclusive of cost of all materials, labour, tools, tackles etc. as per specifications and directions o f the Engineer-in-Charge. 3950 PJEHOR2862: Providing Circular Cement Concrete pots of specified size, cast with cement concrete of nominal mix 1:2:4 (1 cement: 2 c oarse sand: 4 graded stone aggregate 6 mm nominal size), reinforced with 7 Nos (3 Nos horizontal & 4 Nos vertical “U“ shape) M.S. wi res of 3.5 mm dia as per design, including required form work, finishing with cement punning on exposed surface, curing for specifie d period and stacking in required rows & height, all complete as per direction of the Engineer-in-Charge. 3960 PJEHOR2863: Top inside diameter 35 cm, outer bottom diameter 25 cm, total height 35 cm with wall thickness of 25.4 mm 3970 PJEHOR2864: Top inside diameter 30 cm, outer bottom diameter 20 cm, total height 30 cm with wall thickness of 25.4 mm 3980 PJEHOR2873: Filling of the Polythene bags by mixture of good earth and manure in the ratio of 2:1 (2 part of Good Earth and 1 part o f the Manure) and placing the same at appropriate place including supply & providing Polythene bags, all complete as per direction o f the Engineer-in-Charge. [Note:The Good Earth & Manure shall be paid separately under relevant item of SOR]. 3990 PJEHOR2874: Polythene bags size 12.5 cm diameter & 17.5 cm height 4000 PJEHOR2890: Edging with common burnt clay F.P.S (non modular) bricks of class designation 7.5, laid dry length wise including requir ed excavation, refilling, consolidating with hand packing and spreading surplus earth neatly within any lead. 4010 PJEHOR2894: Providing & fixing of White River (Stone) Pebbles size of 2 to 2.50 dia in natural colour at site of work including lo ading, unloading, carriage and all taxes paid etc.and as per directions of the Engineer-in-Charge. 4020 PJEHOR2895: Providing and fixing of TUFLEX Garden Fencing Hexagonal Net or approved equivalent of green colour (Weight 510 (+/-8%) g rams/SQ.M) in width of 60 cm with bamboo of 90 cm length. The bamboo should be painted with green colour paint of approved brand and manufacture (two or more coats) and fixed 30 cm below ground level and 60 cm above ground level at a distance of 1.50 metres. The n et and bamboo should be binded with 2 mm G.I. wire at three places properly as per directions of the Engineer-in-Charge. 4030 PJEHOR2896: MAINTENANCE WORKS 4040 PJEHOR2897: Renovating lawns including weeding, cheeling the grass, forking the ground, top dressing with sludge or manure, mixing t he same with forked soil, watering and maintaining the lawn for 30 days or more till the grass forms a thick lawn free from weeds an d fit for mowing and disposal of rubbish as directed, including supplying good earth if needed but excluding the cost of sludge or m anure. [Note: The good earth shall be paid for separately under relevant item of SOR]. 4050 PJEHOR2898: Cutting of hedge/ edge including removing of cut material, cleaning, hoeing of hedge/ edge, bed watering, manuring and a pplying insecticides and fungicides etc. (excluding the cost of all materials) complete as per directions of the Engineer-in-Charge. [Note: Unit SQM shall mean PER SQM PER MONTH.] 4060 PJEHOR2899: Cutting of designer hedge/ edge including removing of cut material, cleaning, hoeing of hedge/ edge, bed watering, manur ing and applying insecticides and fungicides etc. (excluding the cost of materials) complete as per directions of the Engineer-in-Ch arge. [Note: Unit SQM shall mean PER SQM PER MONTH.] 4070 PJEHOR2903: Pruning, trimming, shaping of trees/ shrubs (height 15 feet above) and removal of cut materials up to 50m lead inclusi ve of all labour, T&P, materials etc. complete as per direction of the Engineer-in-Charge. [Note: Unit EA shall mean PER TREE]. 4080 PJEHOR2904: Providing and watering of Horticulture features i.e. lawn, tree, shrubs, hedge/ edge, ground cover etc. with irrigation water at the site of work. Watering shall be done through water tanker having 5000 litre capacity with one labour for watering inclu ding cost of water, filling of tanker, watering at site with all leads and lifts as per direction of the Engineer-in-Charge. [Note: Unit EA shall mean PER TRIP]. 4090 PJEHOR2905: Anti-termite treatment of trees by digging holes 30 cm deep & 4 cm dia, 6 to 7 holes around the tree using chemical emul sion (Chlorpyriphos 20% EC in the ratio of 1% concentration) at the rate of 1.5 liter per hole in two time or more application to ge t the trees free from termite infection, complete as per directions of the Engineer-in-Charge. [Note: Unit EA shall mean EACH TRE E]. 4100 PJEHOR2908: Cleaning and Sweeping of Lawn/ Garden area and keep it neat & clean by mechanized method/ manually, removimg litter, deb ris, picking of leaves, papers, plastic bottles etc. including disposal of collected waste in dustbin/ designated place, as per dire ction of the Engineer-in-Charge. [Note: All T&P, materials/ articles shall be provided by the Contractor]. 4110 PJEHOR2909: Removal of garden waste by TATA 407 or equivalent capacity vehicle including loading/ unloading, carriage up to 1.0 Km l ead & disposal at designated place etc. complete as per direction of the Engineer-in-Charge. [Note: Unit EA shall mean PER TRIP] . 4120 PJEMAS0143: MASONRY WORK : 4130 PJEMAS0144: Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in : 4140 PJEMAS0145: Cement mortar 1:4 (1 cement : 4 coarse sand) 4150 PJEMAS0146: Cement mortar 1:6 (1 cement : 6 coarse sand) 4160 PJEMAS0147: Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in : 4170 PJEMAS0148: Cement mortar 1:4 (1 cement : 4 coarse sand) 4180 PJEMAS0149: Cement Mortar 1:6 (1 cement : 6 coarse sand) 4190 PJEMAS0150: Brick work with common burnt clay F.P.S. (non-modular) bricks of class designation 7.5 in superstructure above plinth le vel up to floor V level in all shapes and sizes in : 4200 PJEMAS0151: Cement mortar 1:4 (1 cement : 4 coarse sand) 4210 PJEMAS0152: Cement mortar 1:6 (1 cement : 6 coarse sand) 4220 PJERAI2738: Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required th ickness, for all leads & lifts, all complete as per directions of the Engineer-in-Charge. 4230 PJERAI2739: Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing lay er of boulders, in required thickness, for all leads & lifts, all complete as per directions of the Engineer-in-Charge. 4240 PJERAI2740: 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 directions of the Engineer-in-Charge. 4250 PJERAI2742: Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, o f size 1000x450x50 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 a s per directions of the Engineer-in-Charge. 4260 PJEREI0090: RCC (CAST IN-SITU) : 4270 PJEREI0091: Providing and laying structural reinforced cement concrete work (1:1.5:3) conforming to IS:456 (1 cement : 1.5 coarse sa nd : 3 graded stone aggregate 20 mm nominal size) at all heights and depth for construction of foundations, beams, columns, stairca ses, chajja,lintels, balconies, shelves, plain window sills, roof slabs, facia, canopies, fins, porch, water tank etc. including pro viding centering, shuttering, staging, scaffolding, form work etc compacting with mechanical vibrator, curing etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engin eer. (Payment for Reinforcement shall be made as per relevant item of SOR). 4280 PJEREI0092: a) All work up to plinth level 4290 PJEREI0093: b) In superstructure at all floors up to floor five level, 4300 PJEREI0106: Steel reinforcement for R.C.C. workincluding initial straightening of coiled/uncoiled bars, removal of loose rust, cutti ng, bending to correct size & shape, binding with 18 gauge G.I. wire at each intersection and placing at any position, at any height and depth complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer. : Thermo-Mechanically Treated bars of grade Fe-500 D or more 4310 PJEREP1046: Repair to plaster of thickness 12 mm to 20 mm in patches of area up to 2.5 SQM including cutting the patch in proper sha pe, raking out joints, preparing and plastering the wall surface etc. complete, including disposal of rubbish at unobjectionable are a outside Ownders premises, all complete as per directions of the Engineer-in-Charge : 4320 PJEREP1047: With cement mortar 1:4 (1 cement : 4 fine sand) 4330 PJEREP1048: With cement mortar 1:4 (1 cement : 4 coarse sand) 4340 PJEREP1103: 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 ch allies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condi tion for the required duration as approved and removing it thereafter. The scaffolding system shall be stiffened with bracings, runn ers, 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 the Engineer-in-Charge. The elevational area of the scaffolding shal l be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding. [Note: This item to be use d for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done] 4350 PJEREP1108: Cutting holes of required size in brick masonry wall for fixing of exhaust fan including providing and fixing 300 mm dia PVC pipe conforming BIS-12818 and making good the same etc. complete as per the directions of Engineer-in-Charge. 4360 PJEREP1109: Dismantling W.C. Pan of all sizes including disposal of dismantled materials including malba all complete as per the dir ections of Engineer-in-Charge. 4370 PJEREP1113: Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer, 3 mm thick water proofing me mbrane, black finished reinforced with glass fibre matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrane manufactured of density at 25°C, 0.87-0.89 kg/litre and viscocity 70-160 cps. Over the primer coat the layer o f membrane shall be laid using butane torch and sealing all joints etc., and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : (a) Joint strength in longitudinal and transverse direction at 23°C as 350/3 00 N/5 cm. (b) Tear strength in longitudinal and transverse direction as 60/80N. (c) Softening point of membrane not less than 150°C . (d) Cold flexibility shall be up to -2°C when tested in accordance with ASTM, D-5147. The laying of membrane shall be got done thr ough the authorised applicator of the manufacturer of membrane. 4380 PJEREP1114: Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer, 3 mm thick water proofing me mbrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 l itre/sqm by the same membrane manufacture of density at 25°C, 0.87-0.89 kg/ litre and viscocity 70-160 cps. Over the primer coat the layer of membrane shall be laid using Butane Torch and sealing all joints etc, and preparing the surface complete. The vital physic al and chemical parameters of the membrane shall be as under : (a) Joint strength in longitudinal and transverse direction at 23°C a s 650/450N/5cm. (b) Tear strength in longitudinal and transverse direction as 300/250N. (c) Softening point of membrane not less tha n 150°C. (d) Cold flexibility shall be up to -2°C when tested in accordance with ASTM, D-5147. The laying of membrane shall be got d one through the authorised applicator of the manufacturer of membrane. 4390 PJEREP1115: Extra for covering top of membrane with Geotextile, 120 GSM non woven, 100% polyester of thickness 1 to 1.25 mm bonded t o the membrane with intermittent touch by heating the membrane by Butane Torch as per manufactures recommendation. 4400 PJEREP1116: STRUCTURAL REPAIR WORKS : 4410 PJEREP1117: Chipping of unsound/ weak concrete material from slabs, beams, columns etc. with manual Chisel and/or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning t he exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as p er directions of the Engineer-in-Charge : 4420 PJEREP1118: 75 mm average thickness 4430 PJEREP1119: 50 mm average thickness 4440 PJEREP1120: 25 mm average thickness 4450 PJEREP1121: Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkali ne 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 directions of the Engineer-in-Charge : 4460 PJEREP1122: Bars up to 12 mm diameter 4470 PJEREP1123: Bars above 12 mm diameter 4480 PJEREP1124: Providing and applying anticorrosive treatment to exposed structural reinforcement with two coats of IPNET RB or equival ent with time interval of minimum 8-10 hours between each coat after the application of two coats of alkaline rust converting primer . The application shall be done by brush after cleaning existing reinforecement with wire/ rotary wire brush to make the surface fre e from loose material, dirt etc. and thoroughly washing with water and allowing it to dry inclusive of all materials, labour, equipm ent, etc. complete as per specifications and directions of the Engineer-in-Charge. The application of anticorrosive treatment shall be strictly as per technical specifications and directions of the Engineer-in-Charge. [Note: Unit M shall mean RUNNING METRE. Th e running metre of rebars shall be measured for payment purpose]. 4490 PJEREP1125: Drilling suitable holes in reinforced or plain cement concrete with power driven drill machine to a minimum depth of 100 mm up to 200 mm in RCC beams, lintels, columns and slabs to introduce steel bars for sunshades/ balconies including fixing the stee l bars in position using epoxy resin anchor grout of approved make but excluding the cost of reinforcement, all complete as per dire ctions of the Engineer-in-Charge : Up to and including 12 mm diameter 4500 PJEREP1126: Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as per specifications and dir ections of the Engineer-in-Charge complete in all respect : 4510 PJEREP1127: SBR Polymer (@ 10% of cement weight) modified cementitious bond coat @ 2.2 kg cement per sqm of surface area mixed with specified proportion of approved polymer. 4520 PJEREP1128: Epoxy bonding adhesive having coverage 2.20 sqm/kg of approved make. 4530 PJEREP1129: Providing, mixing and applying SBR polymer (of approved make) modified cement mortar in proportion of 1:4 (1 cement: 4 g raded coarse sand with polymer minimum 2% by wt. of cement used) as per specifications and directions of the Engineer-in-Charge. [No te: Measurement and Payment- The pre-measurement of thickness shall be done just after the surface preparation is completed and paym ent under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by soundi ng/ tapping with a blunt metal instrument and/or the 75 mm size cube crushing strength at the end of 28 days to be not less than 30 N/sq.mm] : 4540 PJEREP1130: 12 mm average thickness. 4550 PJEREP1131: 25 mm average thickness in 2 layers. 4560 PJEREP1132: 50 mm average thickness in 3 layers. 4570 PJEREP1140: Providing and injecting approved grout in proportion recommended by the manufacturer into cracks/ honey-comb area of con crete/ masonry by suitable gun/ pump at required pressure including cutting of nipples after curing etc. complete as per directions of the Engineer-in-Charge. [Note: The payment shall be made on the basis of actual weight of approved grout injected] : 4580 PJEREP1141: Stirrer mixed Acrylic Polymer of approved make (@ 2% of weight of cement used) modified cement slurry made with non shri nk compound in Concrete/ RCC work. 4590 PJEREP1142: Stirrer mixed SBR Polymer (of approved make) modified cement slurry made with Shrinkage Compensating Cement in Concrete/ RCC work. 4600 PJEREP1143: Epoxy injection grout in Concrete/ RCC work of approved make. 4610 PJEROA1249: Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand pic king, 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 de nsity. 4620 PJEROA1250: SURFACE DRESSING : 4630 PJEROA1251: 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. 4640 PJEROA1252: Surface dressing on new surface in two coats with bitumen of grade VG-10 of approved quality using 1.8 kg of bitumen per sqm with 1.5 cum of stone chippings 13.2 mm nominal size per 100 sqm of road surface for first coat and 1.1 kg. of bitumen per sqm with 1.00 cu. metre of stone chippings 11.2 mm nominal size per 100 sqm of road surface for second coat, including consolidation of each coat separately with road roller of 6 to 8 tonne capacity etc. complete. 4650 PJEROA1253: Surface dressing on old surface with hot bitumen of grade VG-10 of approved quality using 1.95 kg of bitumen per sqm wit h 1.50 cum of stone chippings 11.2 mm nominal size per 100 sqm of road surface, including consolidation with road roller of 6 to 8 t onne capacity, etc. complete. 4660 PJEROA1254: Surface dressing one coat on new surface with bitumen of specified grade at a rate of 1.95 Kg/sqm of surface area with 1 .5 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 :Using Bitumen Emulsion (Minimum 50% bitumen content- RS grade conforming to IS:8887) 4670 PJEROA1255: Surface dressing one coat on old surface with bitumen of specified grade at the rate of 1.22 kg/ sqm of surface area wit h 1.10 cum of stone chippings 11.2 mm nominal size per 100 sqm of road surface, including consolidation with road roller of 6 to 8 t onne capacity etc. complete : Using Bitumen Emulsion (Minimum 50% bitumen content- RS grade conforming to IS:8887) 4680 PJEROA1285: SEAL COAT : 4690 PJEROA1286: Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitume n using 128 kg of bitumen of grade VG-10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surfac e, including rolling and finishing with road roller all complete. [Note: This item to be operated only with the prior approval of th e Engineer-in-Charge]. 4700 PJEROA1298: PAINTING AREA / RUNWAY MARKING : 4710 PJEROA1299: Painting road surface marking with adequate nos of coats to give uniform finish with ready mixed road marking paint conf orming to IS:164, on bituminous surface in white/ yellow shade, including cleaning the surface of all dirt, scales, oil, grease and foreign material etc. complete 4720 PJEROA1300: New work (Two or more coats) 4730 PJEROA1301: Old work (One or more coats) 4740 PJEROA1309: Providing and fixing Glow Studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acrylore trite) or HIP (High impact polystyrene) or ABS having electronically welded micro-prismatic lens with abrasion resistant coating as approved by the Engineer-in-Charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope o f retro-reflective surface shall be 35 (+/-5) degress to base. The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as re commended in BS: 873 (Part-4):1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedu re recommended by the manufacturer complete and as per directions of the Engineer-in-Charge. 4750 PJEROA1315: Providing and applying 2.5 mm thick road marking strips (retro-reflective) of specified shade/ colour using hot thermopl astic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, prop ane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cle aning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per directions of the Engineer-in-Charg e and accordance with applicable specifications. 4760 PJEROA1359: 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, for which payment shall be made separately and stacking of serviceable material withi n 50 metre lead as per directions of the Engineer-in-Charge. 4770 PJEROA1360: Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., dispos al 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 directions of the Engineer-in-Charge. 4780 PJEROA1361: Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the directions of the Engineer-in-Charge. [Note: Old CC paver blocks shall be supplied by the department free of cost]. 4790 PJEROA1362: Laying at or near ground level old kerb stones of all types in position to the required line, level and curvature, joint ed with cement mortar 1:3 (1 cement : 3 coarse sand), including making joints with or without grooves (thickness of joints, except a t sharp curve, shall not be more than 5 mm), including making drainage opening wherever required etc. complete as per directions of the Engineer-in-Charge. [Notes: (1) Length of finished kerb edging shall be measured for payment. (2) Old kerb stones shall be suppl ied by the department free of cost.] 4800 PJEROO0824: THERMAL INSULATION: 4810 PJEROO0825: Providing and fixing thermal insulation of ceiling (under deck insulation) with Resin Bonded Fibre glass wool conforming to IS:8183, density 24 kg/cu.m., 50mm thick, wrapped in 200G 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. 4820 PJEROO0826: Providing and fixing thermal insulation with Resin Bonded Fibre glass wool conforming to IS:8183, Density 16 Kg/cu.m., 5 0 mm thick, wrapped in 200G Virgin Polythene bags placed over existing false ceiling and held in position by criss-crossing G.I. wir e. 4830 PJEROO0827: Providing and fixing thermal insulation with Resin Bonded Fibre glass wool conforming to IS:8183 having density 24 Kg/cu .m., 50 mm thick, wrapped in 200G Virgin Polythene Bags fixed to wall with screw, rawl plug & washers and held in position by criss crossing G.I. wire etc. complete as per directions of the Engineer-in-Charge. 4840 PJEROO0828: Providing and fixing thermal insulation of ceiling (under deck insulation) with Resin Bonded Rockwool conforming to IS:8 183, density 48 Kg/cu.m., 50 mm thick, wrapped in 200G 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. 4850 PJEROO0872: FALSE CEILING : 4860 PJEROO0873: Providing and fixing tiled false ceiling of specified materials size 595x595 mm in true horizontal level, suspended o n inter locking metal grid of hot dipped galvanized steel sections (galvanized @ 120 grams/sq.m., 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, sp aced 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 m ain 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 siz e 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/ making, opening for servi like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main T runners to be suspended from ceiling using G.I. slotted cleats of size 27x37x25x1.6 mm fixed to ceiling with 12.5 mm dia. and 50 mm long dash fasteners, 4 mm G.I. adjustable rods w ith galvanised butterfly level clips size 85x30x0.8 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 a nd as directed by the Engineer-in-Charge : 4870 PJEROO0874: G.I. Metal Ceiling Lay in plain Tegular edge Global white color tiles of size 595x595 mm, and 0.5 mm thick with 8 mm dro p; made of G. sheet having galvanizing of 100 gms/sq.m. (both sides inclusive) and electro-statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending. 4880 PJEROO0875: G.I. 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 G.I. sheet having galvanizing of 100 gms/sq.m. (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 thickness 60 microns (minimum), including factory painted after bending and perforation, and backed with a black Glass fiber acoustical fleece. 4890 PJEROO0876: 12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm, made of Gypsum plasterboard, manufactured from n atural gypsum as per IS:2095 (Part-1) 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. 4900 PJEROO0877: 12.5 mm thick fully Perforated Gypsum Board tile made from plasterboard having glass fibre conforming to IS:2095 (Part-1 ), of size 595x595 mm, having perforation of 9.7x9.7 mm at 19.4 mm center to center with center borders of 48 mm and the side border s 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 bon ded glass wool backing. 4910 PJESAN1368: SANITARY INSTALLATIONS : 4920 PJESAN1369: Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 l itre low level white P.V.C. dual flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming t o 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 4930 PJESAN1370: Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litr e low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS:72 31, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : 4940 PJESAN1371: W.C. pan with ISI marked white solid plastic seat and lid. 4950 PJESAN1373: Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low lev el white vitreous china dual flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangemen t with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings a nd brackets, cutting and making good the walls and floors wherever required : 4960 PJESAN1374: W.C. pan with ISI marked white solid plastic seat and lid 4970 PJESAN1376: 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 union s and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever requir ed : 4980 PJESAN1377: One urinal basin with 5 litre white P.V.C. automatic flushing cistern 4990 PJESAN1378: Range of two urinal basins with 5 litre white P.V.C. automatic flushing cistern 5000 PJESAN1379: Range of three urinal basins with 10litre white P.V.C. automatic flushing cistern 5010 PJESAN1391: Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pat tern, including painting of fittings and brackets, cutting and making good the walls wherever require : 5020 PJESAN1392: White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps 5030 PJESAN1407: 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 : 5040 PJESAN1408: Kitchen sink with drain board : 5050 PJESAN1409: 510x1040 mm bowl depth 250 mm 5060 PJESAN1410: 510x1040 mm bowl depth 225 mm 5070 PJESAN1411: 510x1040 mm bowl depth 200 mm 5080 PJESAN1412: 510x1040 mm bowl depth 178 mm 5090 PJESAN1457: Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete : 5100 PJESAN1466: Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick har d board ground fixed to wooden cleats with C.P. brass screws and washers complete. 5110 PJESAN1473: Providing and fixing toilet paper holder : 5120 PJESAN1474: C.P. Brass 5130 PJESAN1665: Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour : 5140 PJESAN1666: Waste coupling 31 mm dia of 79 mm length and 62 mm breadth weighing not less than 45 gms. 5150 PJESAN1667: Waste coupling 38 mm dia of 83 mm length and 77 mm breadth, weighing not less than 60 gms. 5160 PJESAN1668: Providing and fixing PTMT Bottle Trap for Wash basin and sink : 5170 PJESAN1669: Bottle trap 31 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of th e waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms. 5180 PJESAN1670: Bottle trap 38 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of th e waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 263 gms. 5190 PJESAN1671: 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. 5200 PJESAN1672: Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wal l face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms. 5210 PJESAN1673: Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed f ittings arrangement of approved quality and colour : 5220 PJESAN1674: 450 mm long towel rail with total length of 495 mm, 78 mm width and effective height of 88 mm, weighing not less than 17 0 gms. 5230 PJESAN1675: 600 mm long towel rail with total length of 645 mm, 78 mm width and effective height of 88 mm, weighing not less than 19 0 gms. 5240 PJESTE0618: 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, lock ing arrangement, stoppers, handles, including applying a priming coat of approved steel primer. 5250 PJESTE0619: Providing and fixing 1 mm thick M.S. sheet sliding-shutters, with frame and diagonal braces of 40x40x6 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 respe ctively, including applying a priming coat of approved steel primer. 5260 PJESTE0623: Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through t heir 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 n ecessary 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 : 5270 PJESTE0624: 80 x 1.25 mm M.S. laths with 1.25 mm thick top cover 5280 PJESTE0627: Providing and fixing ball bearing for rolling shutters. 5290 PJESTE0628: Extra for providing mechanical device chain and crank operation for operating rolling shutters : 5300 PJESTE0629: Exceeding 10.00 sq.m. and up to 16.80 sq.m. in the area 5310 PJESTE0630: Exceeding 16.80 sq.m. in area 5320 PJESTE0664: Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase rail ing and similar works, including applying priming coat of approved steel primer : 5330 PJESTE0665: M.S. Tube 5340 PJESTE0666: E.R.W. Tubes 5350 PJESTE0667: G.I. Pipes 5360 PJESTE0674: 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, including 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 the Engineer-in-C harge. [Note: For payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nu ts, bolts, fasteners etc.] 5370 PJESTE0675: Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts c omplete : 5380 PJESTE0676: Galvanised M.S. wire gauze with 0.63 mm dia wire and 1.4 mm aperture on both sides. 5390 PJESTE0677: Stainless Steel (Grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides. 5400 PJESTE0687: Supplying, fitting and fixing hot dip galvinised barbed line wire through holes in fencing posts (already made in the bo dy of the post), tightening and fixing the wire in tight condition with straining bolts (straining bolts at end post) including the cost of cutting and lapping joints, making holes, straining bolts, galvanised staples, binding wires etc. complete in all respects i nclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Cha rge. 5410 PJESTE0690: Supplying and placing in position 5.0 mm thick steel chequered plates over cable ducts, valve pits etc. including provis ion for lifting arrangements complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawing s, specifications and directions of the Engineer-in-Charge. 5420 PJESTE0691: Supplying & fixing Pigeon Protection net of mesh 15 mm x 15 mm & Gauge SW14 in sheds including specials required for bol ting with tie members of truss, painted with two coats of synthetic enamel paint of over a coat of red oxide zinc chrome primer comp lete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction o f the Engineer-in-Charge. 5430 PJESTE0698: G.I. Barbed Wire 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 horizon tal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 Kg/100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. [Notes: (1) Cost of posts, struts, earth work and concrete work to be paid for separately. (2) Payment to be made per metre cost of total length of barbed wire used]. 5440 PJESTE0704: Supplying, fitting and fixing punched tape concertina spiral coil of 50 turns per coil having core wire of 2.6 mm diamet er made of high carbon spring steel of high tensile strength as per IS:4454 (Part-I, Grade-II) having minimum galvanising coating th ickness equivalent to 230 grams per square metre and low carbon steel strip of 0.5 mm thickness having a series of barbes punched al l along the length on both sides of the strip at regular interval as per IS:513, DD quality having minimum galvanising coating thick ness of 12 microns. Hardness of tape should be between 137-180 VPN (Victor Penetration Number). The coil should be clipped sufficien tly at regular intervals. The coil should not be stretched for more than 6.0 m length and the minimum diameter of the coil in the cl osed condition should not be less than 600 mm complete in all respects inclusive of cost of all labour, materials, tools, tackles et c. as per drawings, specifications and directions of the Engineer-in-Charge. 5450 PJESTE0705: Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length (tota l length 90 m), having 50 nos rounds per 6 metre length, up to 3 m height of wall with existing angle iron Y shaped placed 2.4 m o r 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 the directions of Engineer-in-Charge, with re inforced 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. [Note: Cost of M.S. angle, C.C. blocks shall be paid separately]. 5460 PJESTO0175: STONE WORK : 5470 PJESTO0176: RANDOM RUBBLE MASONRY : 5480 PJESTO0177: Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cem ent : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : 5490 PJESTO0178: Cement mortar 1:6 (1 cement : 6 coarse sand) 5500 PJESTO0179: 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 l evel and the like. 5510 PJESTO0180: Cement mortar 1:6 (1 cement : 6 coarse sand) 5520 PJEWAT1698: WATER SUPPLY : 5530 PJEWAT1699: CPVC PIPES : 5540 PJEWAT1700: Internal Work - Exposed on wall: Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stabil ity 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 directi ons of the Engineer-in-Charge : 5550 PJEWAT1701: 15 mm nominal outer dia pipes 5560 PJEWAT1702: 20 mm nominal outer dia pipes 5570 PJEWAT1703: 25 mm nominal outer dia pipes 5580 PJEWAT1704: 32 mm nominal outer dia pipes 5590 PJEWAT1705: 40 mm nominal outer dia pipes 5600 PJEWAT1706: 50 mm nominal outer dia pipes 5610 PJEWAT1707: Internal Work - Concealed in wall: Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stab ility for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spa cing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good th e same including testing of joints complete as per directions of the Engineer-in-Charge : 5620 PJEWAT1708: 15 mm nominal dia pipes 5630 PJEWAT1709: 20 mm nominal dia pipes 5640 PJEWAT1710: 25 mm nominal dia pipes 5650 PJEWAT1711: 32 mm nominal dia pipes 5660 PJEWAT1712: External Work: 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 solve nt cement, trenching, refilling & testing of joints complete as per directions of the Engineer-in-Charge : 5670 PJEWAT1713: 15 mm nominal dia pipes 5680 PJEWAT1714: 20 mm nominal dia pipes 5690 PJEWAT1715: 25 mm nominal dia pipes 5700 PJEWAT1716: 32 mm nominal dia pipes 5710 PJEWAT1717: 40 mm nominal dia pipes 5720 PJEWAT1718: 50 mm nominal dia pipes 5730 PJEWAT1719: 65 mm nominal dia pipes 5740 PJEWAT1720: 80 mm nominal dia pipes 5750 PJEWAT1721: 100 mm nominal dia pipes 5760 PJEWAT1722: 150 mm nominal dia pipes 5770 PJEWAT1723: G.I. PIPES : 5780 PJEWAT1724: Internal Work - Exposed on Wall: Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutti ng and making good the walls etc. : 5790 PJEWAT1725: 15 mm dia nominal bore 5800 PJEWAT1726: 20 mm dia nominal bore 5810 PJEWAT1727: 25 mm dia nominal bore 5820 PJEWAT1728: 32 mm dia nominal bore 5830 PJEWAT1729: 40 mm dia nominal bore 5840 PJEWAT1730: 50 mm dia nominal bore 5850 PJEWAT1731: Internal Work - Concealed in wall: Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, including mak ing good the walls etc. concealed pipe, including painting with anti-corrosive bitumastic paint, cutting chases and making good the wall : 5860 PJEWAT1732: 15 mm dia nominal bore 5870 PJEWAT1733: 20 mm dia nominal bore 5880 PJEWAT1734: External Work: Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. : 5890 PJEWAT1735: 15 mm dia nominal bore 5900 PJEWAT1736: 20 mm dia nominal bore 5910 PJEWAT1737: 25 mm dia nominal bore 5920 PJEWAT1738: 32 mm dia nominal bore 5930 PJEWAT1739: 40 mm dia nominal bore 5940 PJEWAT1740: 50 mm dia nominal bore 5950 PJEWAT1741: 65 mm dia nominal bore 5960 PJEWAT1742: 80 mm dia nominal bore 5970 PJEWAT1743: Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including c utting and threading the pipe etc. complete : 5980 PJEWAT1744: 25 to 40 mm nominal bore 5990 PJEWAT1745: 50 to 80 mm nominal bore 6000 PJEWAT1746: Fixing water meter and stop cock in G.I. pipe line including cutting and threading the pipe and making long screws etc. complete. [Note: Cost of water meter and stop cock to be paid separately]. 6010 PJEWAT1799: BRASS FITTINGS : 6020 PJEWAT1800: Providing and fixing brass bib cock of approved quality : 6030 PJEWAT1801: 15 mm nominal bore 6040 PJEWAT1802: 20 mm nominal bore 6050 PJEWAT1803: Providing and fixing brass stop cock of approved quality : 6060 PJEWAT1804: 15 mm nominal bore 6070 PJEWAT1805: 20 mm nominal bore 6080 PJEWAT1806: Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 6090 PJEWAT1807: 20 mm nominal bore 6100 PJEWAT1808: 25 mm nominal bore 6110 PJEWAT1809: 32 mm nominal bore 6120 PJEWAT1810: 40 mm nominal bore 6130 PJEWAT1811: 50 mm nominal bore 6140 PJEWAT1812: 65 mm nominal bore 6150 PJEWAT1813: 80 mm nominal bore 6160 PJEWAT1971: C.P. BRASS FITTINGS : 6170 PJEWAT1972: Providing and fixing C.P. brass bib cock of approved quality conforming to IS-8931 : 15 mm nominal bore 6180 PJEWAT1973: 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 6190 PJEWAT1974: 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 6200 PJEWAT1975: Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS-8931 : 15 mm nominal bore 6210 PJEWAT1976: Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS-8931 : 15 mm nominal bore 6220 PJEWAT1977: Providing and fixing C.P. Brass extension nipple (size 15mm x 50mm) of approved make and quality as per directions of th e Engineer-in-Charge. 6230 PJEWAT1978: Providing and fixing following C.P. Brass central hole wash basin mixer with copper pipe/ pipes and brass nuts of size 1 5mm, etc. complete including cutting & making good the walls wherever required complete in all respects as per specifications and di rections of the Engineer-in-Charge : 6240 PJEWAT1979: C.P. central hole wash basin mixer (Ref. Make: JAQUAR, Model: Cat. No.-7171 Queens or approved equivalent) with 2 nos. x 10mm diameter & 450mm long copper pipes. 6250 PJEWAT1980: C.P. central hole wash basin mixer (Ref. Make: JAQUAR, Model: Cat. No.-167 or approved equivalent) with 1 no. x 10mm dia meter & 450mm long copper pipe. 6260 PJEWAT2382: Disinfecting C.I. water mains by flushing with water containing bleaching powder @ 0.5 gms per litre of water and cleani ng the same with fresh water, operation to be repeated three times including getting the sample of water from the disinfected main t ested in the municipal laboratory : 6270 PJEWAT2383: 80 mm diameter C.I. pipe. [Note: Unit M shall mean PER 100 METRE] 6280 PJEWAT2384: 100 mm diameter C.I. pipe. [Note: Unit M shall mean PER 100 METRE] 6290 PJEWAT2385: 125 mm diameter C.I. pipe. [Note: Unit M shall mean PER 100 METRE] 6300 PJEWAT2434: Cleaning of terrace/ loft water storage tank (inside surface area) up to 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 pow der @ 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 the directions of Engineer-in-Charge. [Note: 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 deductio n will be made @ Rs. 0.10 per litre if during cleaning any G.I. fittings or ball cock is damaged that is to be repaired by the Contr actor at his own cost and nothing extra will be paid on this account]. 6310 PJEWAT2435: Cleaning of underground sump, Over Head R.C.C. Tank (independent staging) including disposal of slit and rubbish, all as per direction of Engineer-in-Charge. The cleaning shall consist following operations: (1) Tank shall be emptied of water by pumping & bottom shall be cleaned of slit and other deposits. (2) Entire surface area of the sump shall then scrubbed thoroughly with wir e brush etc. and pressure washed with water. (3) Chlorination of RCC internal surface by liquid chlorine. (4) The treated surface sh all be dried using air jetting and all loose particles shall be removal from the surface. (5) Finally the surface shall be treated w ith ultra-violet radiation etc. as per direction of the Engineer-in-Charge. 6320 PJEWAT2436: Disconnecting damaged overhead/ terrace PVC water storage tank of any size from water supply line and removing from th e terrace including shifting at ground level as per the directions of Engineer-in-Charge. 6330 PJEWOO0237: Providing and fixing panelled or panelled & glazed shutters 35 mm thick 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 directions of the Engineer-in-Charge. [Note: Butt hinges and necessary screws shall be paid separately under relevant item of SOR] : 6340 PJEWOO0238: Second class teak wood 6350 PJEWOO0239: Kiln seasoned and chemically treated hollock wood 6360 PJEWOO0240: Kiln seasoned selected planks of sheesham wood 6370 PJEWOO0241: Providing and fixing panelled or panelled & glazed shutters 30 mm thick 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 directions of the Engineer-in-Charge. [Note: Butt hinges and necessary screws shall be paid separately under relevant item of SOR] : 6380 PJEWOO0242: Second class teak wood 6390 PJEWOO0243: Kiln seasoned and chemically treated hollock wood 6400 PJEWOO0244: Kiln seasoned selected planks of sheesham wood 6410 PJEWOO0245: Providing and fixing 35 mm thick factory made laminated veneer lumber door shutter conforming to IS:14616 and TADS 15:20 01 (Part B), fixing with butt hinges of required size with necessary screws, all complete as per directions of the Engineer-in-Charg e and panelling with panels of: [Note: Butt hinges and necessary screws shall be paid separately] : 6420 PJEWOO0246: 12 mm thick plain grade-1, medium density flat pressed three layer particle board FPT-I or graded wood particle board FP T-I, IS:3087 marked, bonded with BWP type synthetic resin adhesive as per IS:848 : 6430 PJEWOO0247: 12 mm thick pre-laminated particle board (decorative lamination on both sides) grade -1, medium density flat pressed, th ree layer particle board FPT-I or graded wood particle board FPT-I, conforming to IS:3087, bonded with BWP type synthetic resin adhe sive as per IS : 848 and pre-laminated conforming to IS:12823, Grade 1, Type-II marked. 6440 PJEWOO0248: 12 mm thick one side Pre-laminated particle board (decorative lamination on one side and other sides balancing laminatio n) 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. 6450 PJEWOO0249: Providing and fixing panelling or panelling & glazing for panelled or panelled & glazed shutters (25 mm to 40 mm thick s hutters) for doors, windows and clerestory windows [Note: Area of opening for Panel inserts/ Glass panes excluding portion inside gr ooves or rebates shall be measured for payment] : 6460 PJEWOO0250: Second class teak wood 6470 PJEWOO0251: Kiln seasoned and chemically treated hollock wood 6480 PJEWOO0252: Float Glass Panes - 4.0 mm thick (weight not less than 10 Kg/SQM) 6490 PJEWOO0253: Float Glass Panes - 5.5 mm thick (weigth not less than 12.5 Kg/SQM) 6500 PJEWOO0254: Fly proof Stainless Steel (Grade 304) wire gauge with 0.5 mm dia. wire and 1.4 mm wide aperture with matching wood beadi ng 6510 PJEWOO0255: 12 mm thick Exterior Grade-I MDF Board conforming to IS:14587, pre-laminated with decorative lamination on both side 6520 PJEWOO0256: 12 mm thick Marine plywood conforming to IS:710 6530 PJEWOO0257: 12 mm thick Fire retardant plywood conforming to IS:5509 6540 PJEWOO0258: Providing and fixing 35mm thick glazed shutters for doors, windows and clerestory windows using 4.0 mm thick float glass panes, including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws : 6550 PJEWOO0259: Second class teak wood 6560 PJEWOO0260: Kiln seasoned and chemically treated hollock wood 6570 PJEWOO0261: Kiln seasoned selected planks of sheesham wood : 6580 PJEWOO0291: Providing and fixing ISI marked flush door shutters conforming to IS:2202 (Part I) non-decorative type, core of block bo ard construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands a nd face veneers on both faces of shutters : 6590 PJEWOO0292: 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 6600 PJEWOO0293: 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 6610 PJEWOO0294: 25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. piano hinges with necessary screws 6620 PJEWOO0295: Extra for providing and fixing flush doors with decorative veneering instead of non decorative ISI marked flush door shu tters conforming to IS:2202 (Part-I) : On one side only 6630 PJEWOO0296: Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (ov er all area of door shutter to be measured). 6640 PJEWOO0297: Extra for providing vision panel not exceeding 0.1 sqm in all type of flush doors. [Notes: (1) Cost of glass excluded. ( 2) Overall area of door shutter to be measured] : 6650 PJEWOO0298: Rectangular or square 6660 PJEWOO0299: Circular 6670 PJEWOO0300: Extra for cutting rebate in flush door shutters. [Note: Total area of the shutter to be measured]. 6680 PJEWOO0301: 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 : 6690 PJEWOO0302: 35 mm thick shutters with ISI marked M.S. pressed butt hinges bright finished of required size : 6700 PJEWOO0303: Second class teak wood 6710 PJEWOO0304: Kiln seasoned and chemically treated hollock wood 6720 PJEWOO0305: Kiln seasoned selected class of sheesham wood 6730 PJEWOO0328: Providing and fixing chromium plated brass curtain rods having wall thickness of 1.25 mm with two chromium plated brass brackets fixed with C.P. brass screws and PVC sleeves etc., wherever necessary complete : 6740 PJEWOO0329: 12 mm dia. 6750 PJEWOO0330: 20 mm dia. 6760 PJEWOO0331: 25 mm dia. 6770 PJEWPF2691: WATERPROOFING : 6780 PJEWPF2692: Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of : (a) First 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) Second course of 20 m m 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. (c) Third course of applying blown or residual bitumen applied hot at 1.7 Kg/ sqm of ar ea. (d) Fourth course of 400 micron thick PVC sheet. [Note: Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 Kg/sqm]. 6790 PJEWPF2698: Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing ceme nt 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 K g/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 pu rpose of measurement the entire treated surface will be measured. 6800 PJEWPF2699: Grading roof for water proofing treatment with : 6810 PJEWPF2700: Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 6820 PJEWPF2701: Cement mortar 1:3 (1 cement : 3 coarse sand) 6830 PJEWPF2702: Cement mortar 1:4 (1 cement : 4 coarse sand) 6840 PJEWPF2703: Providing and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers havin g 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 elast omeric 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 an d properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as per directions of the Engine er-in-Charge. 6850 PJEWPF2704: Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC struc tures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels/ su bway and bridge deck etc., prepared by mixing in the ratio of 5:2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3:1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative ( internal) side with the help of synthetic fiber brush. 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 hydrost atic pressure on negative 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 directions of the Engineer-in-Charge. The product performance shall carry guaranteed for 10 years against any leakage : 6860 PJEWPF2705: For vertical surface two coats @ 0.70 kg per sqm per coat 6870 PJEWPF2706: For horizontal surface one coat @ 1.10 kg per sqm 6880 PJEWPF2707: Providing and applying polymer modified, flexible cementatious negative side waterproofing coating with elastic waterpro ofing polymers on interior wall plaster surface in three coats @ 14.35 Kg/10 sqm. One coat of self priming of cementatious waterproo fing polymer (dilution with water in the ratio of 1:1) and two coats of cementatious waterproofing polymer (dilution with water in t he 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 10 NRECIV0002: Through cleaning of paved and unpaved areas, roads, road side berms, broming removal of scraps and other unwanted left o ver materials including removal of chockage in the drains, removal of chockage from the road side / pave or unpaved area side drains and disposal of the rubbish etc. to the nearest garbage bin or as directly by Engineer-in-charge including laboures, broom, trolley and other consumables etc.complete. 20 NRECIV0003Cleaning the tiles, lavatory, flooring, urinals etc. by removing stains etc. by using Vim powder / cleaning powder / ISI g rade black phenyle / while phenyle / Acid /Naptha balls / Coir brushes / wire brushes Finit in required proportion to make the are a clean and free from all dust, dirt and stains etc. including cost of all labour and materials complete. (Only floor area shall be measured). 30 NRECIV0004Mopping of floors of offices, toilets, control rooms, electrical sub station etc. with soap solution or phenyle water with wet cloth after sweeping the floor with phooll broom, removing cob-webs with all tools, tackles, labour & materials etc. complete a s per directions of Engineer -in-charge including cleaning of ventilator glass panes from both the sides upto any height with cleani ng powder,paint remover as per requirement all labour, material etc.complete. 40 NRECIV0005Carrying out miscellaneous activities related to general maintenance like daily dusting the furnitures, walls shelves, cle aning the carpets, sofas, Cleaning and sweeping the stair case, passages, backyard, verandah, garrages, removal of cow webs, with al l labours, tools & tackles complete including supervising charges. (Unit EA shall mean carrying out above activities for 8 hrs. a day). 50 NRECIV0008Collection of Kitchen waste, dry waste & toxic waste in offices and colony from all Residential & Public Buildings, Execut ive Hostel, Staff Hostel, Canteen, Guest House, Club etc. The workmen shall collect the waste from each house & Public Buildings, se gregate the waste into biodegradable & non bio-degradeable waste and finally dispose them separately at designated place (Dumping Ya rd/ Pit) on daily basis as per requirement, with trained workmen, with all labour, tools, tackles, safety & protective clothes etc. complete as per direction of Engineer-in-charge. All consumables required including manpower, tools & tackles, PPEs, uniform to work men, etc. are to be supplied by Contractor without any extra cost and performing work as per item decription and direction of Engine er-in-Charge as well as instructions in Special Condition of Contract if any. Payment of Paddle Rickshaw (thela) will be made sepera tely. The unit MONTH (MON) shall mean per house/building per month 60 PJEDRA2588Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. [Note: Unit KL s hall mean KILO LITRE] 70 PJEHOR2828Supplying and stacking of good earth at site including royalty and carriage up to any lead complete. [Note: Volume of eart h measured in stacks will be reduced by 20% for payment]. 80 PJEHOR2830Supplying and stacking of well decayed cattle manure at site including royalty and carriage up to any lead complete. [Note : Volume of cattle manure measured in stacks will reduced by 8% for payment]. 90 PJEHOR2835Mixing earth and sludge or manure in the required proportion specified or directed by the Engineer-In-Charge. 100 PJEHOR2836Spreading of sludge, dump manure and/or good earth in required thickness including removal of debris/ un-wanted material, consolidation, dressing, levelling and watering etc. complete as per directions of the Engineer-in-Charge. [Note: Cost of sludge, du mp manure and/or good earth shall be paid separately under relevant item of SOR]. 110 PJEHOR2861Supply and planting sapling (not less than 45 cm in height and 60 cm centre to centre) of Casurina, Labrum, Gulmohar, Asho kas, Bottle Palm, Bougenvilla, Hibiscus, Roses or other approved type of variety of plants, watering & maintenance for 30 days minim um complete in all respects inclusive of cost of all materials, labour, tools, tackles etc. as per specifications and directions of the Engineer-in-Charge. 120 PJEHOR2898Cutting of hedge/ edge including removing of cut material, cleaning, hoeing of hedge/ edge, bed watering, manuring and app lying insecticides and fungicides etc. (excluding the cost of all materials) complete as per directions of the Engineer-in-Charge. [ Note: Unit SQM shall mean PER SQM PER MONTH.] 130 PJEHOR2903Pruning, trimming, shaping of trees/ shrubs (height 15 feet & above) and removal of cut materials up to 50m lead inclusive of all labour, T&P, materials etc. complete as per direction of the Engineer-in-Charge. [Note: Unit EA shall mean PER TREE]. 140 PJEHOR2904Providing and watering of Horticulture features i.e. lawn, tree, shrubs, hedge/ edge, ground cover etc. with irrigation wa ter at the site of work. Watering shall be done through water tanker having 5000 litre capacity with one labour for watering includi ng cost of water, filling of tanker, watering at site with all leads and lifts as per direction of the Engineer-in-Charge. [Note: Un it EA shall mean PER TRIP]. 150 PJEHOR2908Cleaning and Sweeping of Lawn/ Garden area and keep it neat & clean by mechanized method/ manually, removimg litter, debri s, picking of leaves, papers, plastic bottles etc. including disposal of collected waste in dustbin/ designated place, as per direct ion of the Engineer-in-Charge. [Note: All T&P, materials/ articles shall be provided by the Contractor]. 160 PJEHOR2909Removal of garden waste by TATA 407 or equivalent capacity vehicle including loading/ unloading, carriage up to 1.0 Km lea d & disposal at designated place etc. complete as per direction of the Engineer-in-Charge. [Note: Unit EA shall mean PER TRIP]. 170 PJEWAT2434Cleaning of terrace/ loft water storage tank (inside surface area) up to 2000 litre capacity at all heights with coconut b rushes, duster etc., removal of silt, rubbish from the tank and cleaning the tank with fresh water disinfecting with bleaching powde r @ 0.5gm per litre capaci ty of tank, including marking the date of cleaning on the side of tank body with the help of stencil and p aint and disposing of malba, all complete as per the directions of Engineer-in-Charge. [Note: The old date already written on tank s hould 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 G.I. fittings or ball cock is damaged that is to be repaired by the Contrac tor at his own cost and nothing extra will be paid on this account].
Contract Date: Dec 16, 2025 Contract Value : ₹ 38.05 Lakh
Boards / Undertakings / PSU No of Bidders 10
Rajasthan View Result →
22.
Educational and Research Institute #8391425 AOC
Repair, Renovation, And Reconfiguration Of Lab 1 At The Computer Engineering And It Engineering Department, First Floor, Vjti, Matunga, Mumbai.= 1 Dismantling of existing partitions, wall paneling, etc., all complete as per site requirements, and stacking the usable materials within building premises as directed by the Architect/Consultant/ Engineer-in- Charge, etc. complete. (Lead Upto 100 meters) 2 Removal of cement tiles, existing flooring, wall tiles,marble, polished Shahabad flooring, dado with or without bed concrete, including stacking the materials as directed, with all leads, lifts, etc., complete. (Lead Upto 100 meters) 3 Dismantling brick masonry in lime or cement mortar and stacking the materials as directed with all leads, lifts etc. complete. ( Lead upto 100 meters) 4 Scraping the old paint from the plastered internal surface using a dust-free vacuum paint scraper, followed by coating the entire surface with a mixture of whiting or glue and linseed oil, including the provision of scaffolding, as directed. (The scraping of old paint should be done until the neeru finish of the plaster is achieved.) Lead and Lift upto 100 meters etc. Complete. 5 Removing old paint from steel and other metal surfaces and making the surfaces even with hand scrapping, scaffolding etc. complete. 6 Removing the existing cement plaster of any thickness without causing dust nuisance, stacking the debris up to a distance of 100 meters, cleaning the site, etc. complete. 7 Providing and applying an anti-corrosive chemical to exposed reinforcement of R.C.C. members such as beams, columns, and slabs. This includes one coat of alkaline rust converter (Feovert, Rusticide, or equivalent) after cleaning the surface with a wire brush, followed by two coats of anti-corrosive, epoxy-based, two-component, zinc-rich primer (Materemaco P 130 of BASF, Phenolic IPNET RB, Polyalk Flxoprime, or equivalent) for rebar protection on exposed reinforcement. Additionally, apply a concrete-penetrating corrosive inhibitor (EPCO KP-100, POLALK EP 113, MasterSeal 1414 of BASF, FOSROC, or equivalent) over the adjoining concrete surface. etc. Complete. 8 Providing and applying a bond coat of approved epoxy resin (MasterBrace 1414 of BASF, EPI Bond of Krishna Conchem, or equivalent) before polymer plaster or concrete to ensure a perfect bond between old concrete and new concrete/polymer plaster surfaces. The bond coat should be applied within half an hour after preparation, conforming to ASTM C881 Type 2. This process includes the use of nylon brushes, scaffolding, labor, etc. Complete. 9 Providing and applying ready-mix polymer-modified cement mortar with an average thickness of 15mm, using polymer in one or more layers, in a proportion of 1:5:15 (polymer, cement, and quartz sand) as per the manufacturers specifications. The surface should be cured after 72 hours of application using wet gunny bags, etc. Complete. 10 Providing and applying ready-mix polymer-modified cement mortar with an average thickness of 30mm-50mm, using polymer in one or more layers, in a proportion of 1:5:15 (polymer, cement, and quartz sand) as per the manufacturers specifications. The surface should be cured after 72 hours of application using wet gunny bags, etc. Complete. 11 Providing and applying a 30mm thick self-curing Ceramic Polymer Microconcrete of an approved make, having a compressive strength above M30, non-shrink, and impermeable, as a filling mortar for load-carrying R.C.C. members in two layers on cleaned concrete surfaces, including honeycomb areas (using manual or mechanical means). The mortar shall be prepared by mixing Nicosil C80 and fresh 53-grade cement with the required water-cement ratio to achieve the desired consistency. The application and finishing shall be done by manual trowelling. Curing shall be carried out after the initial setting time, in accordance with the manufacturers specifications. The work shall be executed in line with the specifications and as directed by the Engineer-in-charge. The work must be carried out by a certified applicator, and the work shall be guaranteed for 5 years. The guarantee shall be provided on a Rs. 500/- stamp paper. (The bond coat, as per item No. 08 in the BOQ, is to be applied before the coating.) 12 Providing and applying 12mm thick internal/external ready-mix plaster conforming to IS: 4031 (Part-4) 1988 and IS: 383-1970, in a single coat using cement mortar in a proportion of 1:4, with a special type of polymer additive (approximately 0.4%), on all types of surfaces in all positions, including scaffolding and curing. The plaster shall be followed by a smooth finishing coat of gypsum plaster of 6mm thickness, ensuring an even, smooth surface suitable for painting. Complete with necessary curing, scaffolding, and all other related works. 13 Providing and applying a priming coat over new/old steel and other metal surfaces, including preparing the surface by thoroughly cleaning oil, grease, dirt, and other foreign matter. The surface shall be scoured with wire brushes, fine steel wool, scrapers, and sandpaper, with scaffolding as required, etc. Complete. 14 Providing and applying priming coat over new wood and wood-based surfaces, including preparing the surface by thoroughly cleaning oil, grease, dirt, and other foreign matter, sanding, knotting, scaffolding, etc., complete. (Brands such as Asian Paints, Dulux Paints, Nerolac, Berger, Royal, or equivalent make.) 15 Providing and applying two coats of synthetic enamel paint of approved color to new/old structural steel work and woodwork in buildings, including scaffolding if necessary, cleaning, and preparing the surface (excluding primer coat). etc. Complete.(Brands such as Asian Paints, Dulux Paints, Nerolac, Berger, Royal, or equivalent make.) 16 Removing and refixingof doors and windows with frames and stacking the materials as directed, including all leads, lifts, labour, fitting etc., complete. (Lead up to 100 meters) 17 Providing and laying in pattern 600 mm x 600 mm Vitrified Tile flooring of 8 to 10 mm thickness and confirming to IS 15622-2006 ( group Bla) of approved make,quality, shade and pattern for flooring . The tile flooring shall be laid in pattern with 2 mm spacers & tiles fixed in cement mortar of 1:4. The Rate shall be including floor chipping to attaining required levels, epoxy grouting of joints using approved matching colour tile grout of epoxy grout, necessary protection of the laid floor, acid wash cleaning for any stains before handover. etc. complete as per the drawing, specification and to complete satisfaction of the Engineer. Rate to include the wastages as per the pattern indicated in the layouts. Brands Like Kajaria, Johnson or Similar etc. Groove shall be filled with grout of approved shade ( Brands like Laticrete etc.) as dicectedby the Engineer-in-charge. etc. complete. Basic rate for tile material- Rs. 1440/- per Sq.m. 18 Providing and fixing skirting, including labor, materials, and all related work, etc., complete. Rate for skirting of height up to 150 mm. 19 VINYL FLOORING FOR HOD CABIN:Providing and fixing approved color homogeneous flooring, 4mm thick with interlocking system, single-layered flexible SPC vinyl flooring (Spica by Tusker Vinyl Floorings) in roll form, over the provided I.P.S. or Kota stone flooring. The flooring will be fixed using approved adhesive, and all joints will be soldered with PVC rods as per the manufacturer’s specifications. The work will be completed as directed, ensuring proper leveling and cleaning. The roll width will be a minimum of 2.0 meters, and the weight of the PVC flooring will be 90 kg per 30 sqm. as directed and approved by Engineer in Charge. etc complete. basic rate for vinayl flooring material- Rs. 900/- per Sq.m. 20 Providing and laying vitrified mirror/glossy/Matte finish tiles of size 590 mm to 605 mm x 590 mm to 605 mm with a thickness of 8 to 10 mm, conforming to IS 15622:2006 (Group B1A) from an approved make, shade, and pattern, for dado and skirting in the required positions. The tiles shall be fixed in 1:4 cement mortar, including neat cement float, filling of joints, curing, cleaning, and all related work, etc., complete. Basic rate for tile material- Rs. 790/- per Sq.m. 21 Providing second-class burnt brick masonry with conventional/I.S. type bricks in cement mortar 1:6 in the superstructure, including striking joints, raking out joints, watering, scaffolding, and all related work, etc., complete. 22 Lowering the debris obtained from breaking and removing cement plaster/burnt brick masonry from the first floor by any means, without causing dust nuisance or damage to the structure. The debris shall be stacked as directed by the Engineer-in-Charge, including cleaning the site, etc., complete. (Lead up to 100 meters.) 23 Removing and disposing of debris from the site to a dumping ground outside the VJTI premises (in accordance with municipal rules), etc. complete. as directed by the Engineer-in-Charge. (Minimum 6 Cu.m debris per trip) 24 Providing anti-termite treatment to the wooden frames of doors and windows of the existing building as per I.S. 6313 (Part-III), by drilling 6 mm dia. holes at the four corners on one side and the four corners on the other side, at a downward angle of approximately 45 degrees at the junction of the woodwork and masonry. Injecting 150 ml of Chlorodane 5% W.C. into each hole and sealing with putty, etc., complete, with a 2-year guarantee on bond paper. 25 Providing and applying waterproof melamine polish of the required finish to the woodwork by spray machine, including knotting and preparing an even surface by scraping, applying French polish, scaffolding if required, etc., complete.Note: The work is to be executed only with prior approval from the Superintending Engineer. (Brands such as Asian Paints, MRF Melamine or equivalent.) etc. complete. 26 Providing and fixing SS T/U/L strip profiles for walls, ceilings, tiles, flooring, main doors, interior decoration, bathrooms, and living rooms, including transportation, wastage, labor, etc., complete.Shape: T/U/L ProfileMaterial: SS 304 Grade Stainless SteelDimensions: 8 mm to 12 mmLength: 2440 mm (8 feet), 3048 mm (10 feet)Type: T-SectionFinish: PolishedPosition: InteriorColor Options: Gold, Rose Gold, Black, Silver, Champagne, Antique Hairline, Antique CopperThickness: 2 mm to 8 mmNote: The shape, pattern, color, and design will be directed by the architect/consultant/or engineer in charge. Basic rate for material- Rs. 850/- per Number. 27 Providing and fixing SS T/U/L strip profiles for walls, ceilings, tiles, flooring, main doors, interior decoration, bathrooms, and living rooms, including transportation, wastage, labor, etc., complete.Shape: T/U/L ProfileMaterial: SS 304 Grade Stainless SteelDimensions: 16 mm to 32 mmLength: 2440 mm (8 feet), 3048 mm (10 feet)Type: T-SectionFinish: PolishedPosition: InteriorColor Options: Gold, Rose Gold, Black, Silver, Champagne, Antique Hairline, Antique CopperThickness: 2 mm to 8 mmNote: The shape, pattern, color, and design will be directed by the architect/consultant/or engineer in charge. Basic rate for material- Rs. 850/- per Number. 28 Providing and Fixing SIgn Boards Foor Doors:Specification for Waterproof Signage Boards (12 x 4 Inch)Size: 12 inches (L) x 4 inches (H) (with size tolerance is Plus or Minus 1%)Material: High-quality, durable acrylic or PVC boardFinish: Glossy or matte finish for clear readabilityWaterproof: Weather-resistant, suitable for both indoor and outdoor useDesign: Custom text, graphics, or logo engraving/printingMounting: Wall-mountable with adhesive backing or screw mountsColors: Available in multiple colors with contrast for visibility (e.g., white, black, silver)Application: Ideal for office cabins, rooms, labs, and other signage needsThis durable, waterproof signboard ensures clear and professional signage in various environments. including wastage, etc. complete. Basic rate for material- Rs. 460/- per Number. 29 Providing and Fixing of 3D Wall Panels that can be painted as well.Size of each panel: 2 x 2 feet.Colour: Any color, design, or pattern.Features: Lightweight, fire-resistant, easily DIY, 100% recycled.Made from natural bamboo plant fiber, etc., complete. Basic rate for material- Rs. 450/- per Number. 30 Providing and fixing Wooden Decorative Fluted Wall Panels/Louvered Wall Panels:Material: High-quality wood (MDF, plywood, or hardwood) with a decorative veneer finish.Dimensions: 8 feet x 4-5 inchesThickness: 8 mm - 12 mmDesign: Fluted design with vertical or horizontal grooves for a decorative effect.Color: Multicolor/Any Colour. (customizable to match interior themes).Shape: Rectangular panels for seamless installation, etc., complete. Basic rate for material- Rs. 850/- per Number. 31 Providing and fixing machine cut mirror polished 16 mm to 20 mm thick telephone black / Amba White / Cat bary brown / RBI red / Ocean Brown granite stone partition with rounding the edges etc. complete. One side polishBasic rate for granite material- Rs. 2530/- per Sq.m. 32 Providing and fixing oval-type under-counter wash hand basin of 16-inch x 22-inch size and of special color shade, having telephonic black/colored granite of 180mm thick stone black Kadappa framework, including chromium-plated coupling bottle trap. The wash basin should be of CERA company or equivalent, model no. 3448, as per the detailed drawing or as directed by the engineer-in-charge, etc., complete. (Counter size 1.20m x 0.60m). (Brands such as jaquar,kohler or equivalent make.) Basic rate for wash basin - Rs. 6000/- per Number. 33 Providing and constructing a granite kitchen platform with the installation of a stainless steel sink (600mm x 450mm) as per the detailed drawing, including vertical polished Kadappa stone supports (25 to 30mm thick) on both sides, with a Kadappa top (35 to 40mm thick) and a polished granite top (16 to 20mm thick). The platform will feature granite strips at the front and both sides, with two vertical granite supports (15 cm height). The top granite will be 75 cm x 40 cm, including cutting and opening for the sink of the required size in both Kadappa and granite. The platform size is 5.00 m x 0.60 m, with a height of 0.75 m, etc. complete with all required finishing. Basic rate for SS Sink- Rs. 6000/- per Number. 34 Supply and Installation of 600x600mm Modular Metal Perforated Grid Ceiling System (CG-01)The ceiling system shall be supplied and installed as per the specifications provided in the tender document, and in accordance with the directions and approval of the Engineer-in-Charge. The scope includes complete installation with all necessary materials, components, and finishing to ensure proper execution etc. complete. 35 Providing and Installation of ALUMINUM FRAME WORKS FOR PARTITION WITH PLY ON BOTH SIDES AND LAMINATE FINISH: Providing and Fixing partition Aluminum Frame work consist of 25mm x 50mm x 1.2mm thick extruded Aluminium box section framework at spacing not exceeding 600mm centre to centre both ways (horizontal and vertical). The framework shall be secured at floor structural ceiling and sill/ Lintel level with 25 x 50mm x 1.2mm thick horizontal Aluminium section. Framework to be secured to Floor / Walls / Columns / Ceiling / Beams using 75mm metal screws and dowels.Acoustic Infill: Providing & fixing Acoustic insulation of approved make to G.I./ Aluminum/ MS/ Wooden frame partition of 50mm thick Rockwool of density 48 Kg/m with blanket wrapped in RP tissue suitably affixed to partition framework using where necessary GI binding wire duct tape as indicated in the drawing.OUTER SKIN:- Providing and Fixing 18mm Plywood of brands like GREENPLY, Century or equivalent. Finished with 1 mm thick laminate of approved shade applied on plywood of brands like Formice, Royal touche or equivalent brand.Note: Rate is as per aluminum framework with both side ply and laminate. etc. complete. 36 Providing and Fixing of LAMINATE CLADDING WITH PLY BACKING:Providing and fixing 12mm BWR Plywood (Brand: GreenPly, Century, or equivalent), directly fixed to the column. A 1mm thickness laminate of an approved shade, applied on the plywood surface. Laminate brands: Formica, Royal Touche, or equivalent. etc complete. 37 Providing and Installation of GLASS PARTITION (TOUGHENED GLASS): Providing 12mm toughened fixed glass partition including all patch fittings, ensuring smooth and even flush joints between glasses, fixing the same in positions to true line and level, finishing the wall joints with clear silicon sealants, cleaning the surface and ensuring that there are no scratch marks on the glass etc. complete as per drawing and specifications, Glass brands should be DORMA, OZONE or equivalent. 38 Providing and Installation of GLASS PARTITION (DGU GLASS): Double-glazed unit glass with air spacer of 6 to 16mm, 95% transparency, etc. complete as per drawing and specifications, DORMA or OZONE or equivalent. 39 Providing and Installation of 12mm thick Clear toughened Glass Door with film as required. (D2 - 0.91 X 2.10 m) Specification:Hardware: Door to be complete with hardware to each leaf as follows: Hinges: 8 nos. SS ball bearing butt hinges. Door closer: Concealed door closer with hold open. Lock set: Dead lock as approved.Door Handles:900mm HT. 36mm Dia D Type offset handle on both sides in approved powder coating. Door stop: Floor mounted door stopper as approved Seals: Drop down floor seal as approved. Security System: NA Note: All the metal profile sections and hardware finish should match the frame. Brands like DORMA OR Ozone or Equivalent. etc. complete as per drawing and specifications. 40 Providing and Installation of D1 - Double door two-way sliding motorized door, suitable for door openings up to 1.20 meters with a maximum door weight of 100kg (both leaves). The door offers environmental protection with a working temperature range of -20°C to +50°C and is rainproof. It has a standard opening time of 3-8 seconds, with a remote control operating distance of 100 to 200 feet (depending on line of sight). The opening size is 2.4m x 2.10m, and the glass door size is 1.2m x 2.10m. Brands like DORMA, Ozone, or equivalent, to be installed as per drawing and specifications. etc. complete. 41 Providing and Installation of D3 - 1.09m x 2.10m (single shutter) 12mm toughened glass door with fixed side panels, including all patch fittings, locking mechanisms, and ensuring smooth, even flush joints between the glass panels. The door is to be fixed in position to true line and level, with wall joints finished using clear silicone sealant. The surface should be cleaned and inspected to ensure there are no scratch marks on the glass. Installation to be completed as per drawing and specifications, with brands like DORMA, OZONE, or equivalent. etc. complete. 42 POP Punning: Providing and applying of Plaster of Paris Punning(1st Quality ISI approved POP) over plastered with minimum thickness of 8mm-12mm to existingwall surfaces, ceilings & concrete members etc., to be finished in line and plumb with smooth surface ready to receive paint base. Rate to be inclusive of edge protection (GI), fibre mesh for service conduits,hacking wall surfaces for better bonding, cleaning, scrubbing the surface, providing grooves if necessary etc., complete as per Architects/Consultant/Engineer-in-Charges approval. Brands like Gyproc, Armstrong, SHERA or Equivalent etc. Complete. 43 Plastic Emulsion Paint (LEED Compliant, Low VOC): Providing and applying Plastic Emulsion paint finish to walls, partitions, and ceiling surfaces of approved make, color, texture, and shade in two coats, with surface and finish acceptable to the Engineer in charge to be achieved within these two coats. Any additional coats, if required, shall be at the contractors cost. The work includes preparing existing surfaces by scraping away loose particles, dust, etc., washing and scrubbing, filling cracks with crack filler and binder, cleaning and making the surface dust-free, applying water-based RJ London putty as directed, rubbing with sandpaper to smooth the surface, and applying one coat of primer as recommended by the approved paint manufacturer. The work also includes providing necessary scaffolding, cleaning, and protecting the site until handover, as well as masking and protecting all service devices such as switchboards, detectors, etc. The work is to be completed at all heights and leads, as per specifications or as directed by the Architect/Engineer in charge/Consultant. Brands like Asian Paints, Berger, or equivalent are acceptable. etc. complete. 44 Providing and applying Premium Decorative Wallpaper High-End or Custom Designs (Special Finishes, Custom Patterns)Specifications: Material: Non-woven fabric or vinylRoll Size: 21 inches wide x 33 feet long (covers 55 sq ft)Pattern: Various styles (floral, geometric, etc.)Finish: Matte, Gloss, or TexturedInstallation: Peel & Stick or PasteFeatures:Scratch & water-resistantEasy to clean (wipeable)Fade-resistantEco-friendly, VOC-freeIdeal for: Living rooms, offices, and accent wallsMaintenance: Clean with a damp cloth, no harsh chemicalsCustom Options: Available in various colors and patterns, custom designs upon request. Basic rate for wallpaper Rs. 600/- per SQM. 45 Standing Platform (300-450 mm from FFL):Construction of a standing platform at a height of 300 mm to 450 mm from the Finished Floor Level (FFL), as per approved dimensions. The platform will be made of 18 mm thick wood (Century, GreenLam, or equivalent) and finished with wood polish (Asian Paint Wood Tec, MRF, or equivalent).Materials:Frame: Mild steel or aluminum, powder-coated for corrosion resistance.Surface: High-quality plywood, MDF, or approved materials with a non-slip finish.Support: Sturdy metal beams or supports for stability.Features:Height: 300 mm to 450 mm from FFL, as per design.Finish: Non-slip surface with smooth edges and protective coating.Safety: Non-slip tread and optional guardrails. etc. complete. 46 Stage Flooring: Supply and installation of interlocking rubber tile flooring at the stage area as per the specifications and drawings provided. The flooring will consist of a 6.0 mm synthetic sport surface, including a ≥1.50 mm PUR Protect® treated vinyl surface layer, calendared and grained, supported by a PVC density single closed-cell foam, and reinforced with a fiberglass grid structure. It will feature Sanosol treatment for fungistatic and bacteriostatic properties. The flooring will meet the following standards: Weight: 3.7 kg/m², Impact resistance (EN 1517) ≥8 N/m, Abrasion resistance (EN ISO 5470-1) ≤350 mg, Shock absorption (EN14808) ≥25% (Labosport Result = 28%), Indentation resistance (EN 1516) ≤0.5 mm, Ball bounce (EN 12235) ≥90%, Vertical deformation (EN 14809) ≤3.5 mm, Sliding coefficient (EN 13036-4) 80–110, Fire (EN 13501-1) Cfl-s1, Anti-Viral activity (human coronavirus 229E) – ISO 21702 (99.37% after 2 hours), Energy return (NF P 90 203) ≥0.31 m/s, TVOC after 28 days <100 micrograms/m³ (ISO 16000-6), Floor Score®, CE Marking, EN14904 compliant for multi-sports use, REACH compliant, and Singapore Green Label certified. The supply and installation will include making good any damaged surfaces using standard fillers such as Birla white cement, cement-based grout, epoxy grout, or mortar, and repainting to match the color.All work will be completed in accordance with the specifications, design, drawings, and the direction of the Engineer-in-Charge. 47 Providing and Fixing of Overhead Storage as per the Specifications and Drawings Provided in the tender document. Etc. complete. 48 Providing and Fixing of Surface Storageas per the Specifications and Drawings Provided in the tender document. Etc. complete. 49 Providing and fixing on-site a lab table as per the Specifications and Drawings Provided in the tender document. Etc. complete. 50 Providing and fixing of Office Desk/Table in Faculty Lounge as per the Specifications and Drawings Provided in the tender document. Etc. complete. 51 Providing and fixing of Office Desk/Table in Office for HOD as per the Specifications and Drawings Provided in the tender document. Etc. complete. 52 Supply and installation ofhod cabin chair as per the Specifications and Drawings Provided in the tender document. Etc. complete. 53 Supply and installation of Faculty Lounge Chairs as per the Specifications and Drawings Provided in the tender document. Etc. complete. 54 Supply and installation of study chairs for Labs as per the Specifications and Drawings Provided in the tender document. Etc. complete. 55 Supply and installation of foldable desklet tables for the Seminar Hall as per the Specifications and Drawings Provided in the tender document. Etc. complete. 56 Removingthe exisitng light fixures, fans, wires, cables, swith boards and distribution boards etc. complete. 57 Point wiring for independent plug, concealed type in min 20 mm ISI marked HMS PVC conduit with 1.5 sq.mm (2+1E) FR grade copper wires, modular type switch and socket, earthing and required accessories as per specification No WG-PW/SW. (Brands for conduits Precision/Finolex/Pressfit. and For Cable Barnds should be Polycab/Finolex/Havells. etc. complete 58 Point wiring for independent plug, concealed type in min 20 mm ISI marked HMS PVC conduit with 2.5 sq.mm (2+1E) FR grade copper wires, modular type switch and socket, earthing and required accessories as per specification No WG-PW/SW. (Brands for conduits Precision/Finolex/Pressfit. and For Cable Barnds should be Polycab/Finolex/Havells. etc. complete 59 Supplying and erecting flush type shockproof plug socket 6A & 16A (6 pin) with 16A / 25A switch combined with indicator lamp and fuse with gang box on wooden board.Make /brand (Roma/ legrand,/ Greatwhite) etc. complete 60 Supplying and erecting ISI mark modular type 3 pin 6A / 16A multi socket with safety shutter, duly erected on providedplate and box with wiring connectionsetc.complete. Brand : Roma/gretwhite/legrand) etc. complete 61 Supplying and erecting PVC Surface modular double mounting plate 3 modules complete duly erected etc complete.(.Brand Roma/gretwhite/collar) 62 Supplying and erecting PVC Surface modular double mounting plate 4 modules complete duly erected etc complete.(.Brand Roma/gretwhite/collar) etc. complete 63 Supplying and erecting PVC Surface modular double mounting plate 6 modules complete duly erected etc complete.(.Brand Roma/gretwhite/collar) etc. complete 64 Supplying and erecting PVC Surface modular double mounting plate 8 modules complete duly erected etc complete.(.Brand Roma/gretwhite/collar) etc. complete 65 Supplying and erecting PVC Surface modular double mounting plate 12 modules complete duly erected etc complete.(.Brand Roma/gretwhite/collar) etc. complete 66 Supplying and erecting regular/ standard model ceiling fan of 1400mm with sweep complete erected in position as per specification no. FG-FN/CF Brand /Orient/Polycab/Crompton etc. complete 67 Supplying and erecting flush-type ceiling fan regulators and electronic step regulators for ceiling fans (600mm, 900mm, 1200mm, and 1400mm sweep), complete with installation on the provided switchboard. Make/Brand: Roma, Legrand, or Greatwhite. 68 Providing and fixing 36 watt 2X2 light fitingSupplying and erecting square shaped CRCA /die-cast aluminium powder coated housing LED panel light (slim edge-lit) 600x600mm suitable for 36 W-40W includingmotion sensor LED light with provision for plane front frame with translucent cover fixed to the housing etc.complete .Brand Philips/Havels/Wipro etc. complete 69 Supplying and erecting 16 to 32 A DPMCB suitable to fix in 2 module of modular switch in provided box complete & duly concealed with necessary material and connected. (Make/ Brand: Legrand/ schneider/ L&T/ Indo Asian) etc. complete 70 Supplying & erecting triple pole and neutral distribution board (TPNDB), 3 pole/4 pole MCCB as incomer & outgoing SP MCB (24 poles) or TP MCB of 8 ways (24 poles), with door, 1.2mm thickness, surface/flush mounted, on iron/GI frame (vertical busbar type) as per specification no. SW-SWR/MCBDB1 (Make/ Brand: Legrand/ schneider/ L&T/ Indo Asian) etc. complete 71 Providing & erecting 3 Pole MCCB, 415 V, 100A, rated short-circuit breaking capacity 25 kA (Ics=100% of Icu), adjustable thermal (overload) setting and fixed magnetic setting with provided leads, provision for installation of shunt/UV/tripalarm contact. MCCB with phase barriers on both sides, insulation withstand capacity 800V, no line-load bias in provided enclosure/panel as per specification no. SW-SWR/MCCB (Make/ Brand: Legrand/ schneider/ L&T/ Indo Asian) etc. complete 72 Supplying, erecting & commissioning 4 pole RCCB 63A, electromagnetic type with 30/100/300 mA sensitivity with earth leakage trip indication complete as per specification no. SW-RCCB/RCCB. (Make/ Brand: Legrand/ schneider/ L&T/ Indo Asian) 73 Supplying & erecting 2 pair telephone copper cable 0.5 mm dia. with high density polyethylene insulation, polyester taped, Nylon Rip Cord & grey colour sheathed with FR PVC, conforming to ITD specification S/WS 113C laid in provided PVC casing capping/conduit as per specification No. WG-TW etc. complete. Cables Brands should be Polycab/Finolex/Havells. etc. complete 74 Supplying and installing cat-6 cable suitable for networking as per specification no. WG-COC/NC. Cables Brands should be Polycab/Finolex/Havells. etc. complete. 75 Supplying & erecting mains with 2 x 2.5 sq.mm. and earth wire 1.5 sq.mm FRLSH PVC copper wire in HMS PVC conduit min. 20mm dia. as per specification No: WG-MA/PC.etc complete. Brand :polycab/Finolex/havels) etc. complete 76 Supplying, erecting & terminating XLPE armoured cable 3 core 4 sq. mm. copper conductor continuous 5.48 sq. mm. (12 SWG) G.I. earth wire complete erected with glands & lugs, on wall/ trusses/ pole or laid in provided trench/ pipe as per specification no.CB-LT/CU(Brand: Polycab/ Finolex/ Havells)Note - The quantity of wires for looping the required number of air conditioning units has to be calculated by the contractor with respect to the provided architectural working drawing. etc. complete 77 Providing & erecting hot dipped galvanised cover suitable for perforated type Cable tray manufactured from 18 SWG (1.2 mm thick) GI sheet of 150 mm width & 20 mm height complete with necessary hardware. Cable Tray Brands should be Profab or equivalent. etc. complete 78 Supplying and erecting PVC box trunking of size 100x50 mm. with accessories on wall/ceiling as per specification No: WG-MA/BOX. etc. complete (Make/ Brand: Legrand/ schneider/ L&T) 79 Supply & Fixing of Aluminum box section to be laid on the floor with all excavation, re-cementing & refinishing civil works to make good in line with the existing floor level Respective junctionbox to be fabricated in 16 SWG GI sheet with cut out as required for terminating the box sections. Shall include PVC conduits from JB to work station Powerpoints i)150 x 150x 50 mmGIJunction box with cover & cut outs etc. complete. (Make/ Brand: Legrand/ schneider/ L&T) 80 Supply of A.C SPLIT UNIT (2 TON) :Supply of AC Split unit as per the specifications, and drawings provided in Tender Document. Make (Carrier/ Voltas/ Bluestar/ Samsung) etc. complete 81 Supply of 2 Ton Casatte Ac:2 ton inverter casette AC. Cooling capacity 3200-8000 watt. Offers uniform 360 degree round Airflow, with 4 star energy rating. Etc. complete. Make (Carrier/ Voltas/ Bluestar/ Samsung) etc. complete 82 Installation of 2 Ton AC Split Unit etc. complete 83 Installation of 2 Ton AC Cassette Unit etc. complete 84 Supplying & erecting seamless outside & inside, smooth, dry and clean copper pipe with ROHS compliant suitable for refrigerant having 22SWG thickness and inner dia/size 22mm complete. etc. complete. material selection should be high quality and from reputed brand as directed by engineer in charge. 85 Supply & installation electrical communication cable between indoor to outdoor units.Cables Brands should be Polycab/Finolex/Havells. etc. complete. 86 Providing and fixing in position MS frame Stand for A.C. units, floor or wall mounted, with vibration isolation pads and frame to be made out of required MS sections strong enough to hold the weight of the AC unit,and should be lockable, including fixing in position using necessary scaffolding, ladder etc, and painting with two or more coats ofapproved enamel paint on a coat of red oxide etc. complete 87 Insulated Condensate Water Drain piping constructed out of PVC / HDPE hard pipeswith 6mm thick nitride insulation, fitting, accessories, bends, elbows, tees, flanges, tapings, wall sleeves, hangers, supports, anchors Fasteners and concealed in brickwork or flooring. etc. complete(Make: Finolex/ Astral/ Prince) 88 Supplying and erecting elastomeric nitrile rubber / foam tube type sleeves for coating and insulating on provided PC / copper pipes having 9 mm thickness and inner diameter / sizes 28 mm for solar water heater/AC system. etc. complete. material selection should be high quality and from reputed brand as directed by engineer in charge. 89 Supplying & erecting CRCA sheet metal enclosures of 1.2mm thickness with 20A, 2 pin plug & earth socket and 20A, 3 pin plug top with 20A/30A single pole MCB having rated short - circuit breaking capacity (Icn) 10kA complete erected on angle iron/ GI frame. etc. complete 90 Carrying out core cutting of size 3 to 5 dia x 15 length in the C.C./rock/stone wall with the help of specialized core cutting machine in proper manner and finishing the site as original. etc. complete 91 Supply and Installation of Roller Blindsas per the Specifications and Drawings Provided in the tender document. Etc. complete. basic cost for blind cloth fabric material Rs.900/- per Sq.m. 92 Carrying out Test for CERAMIC TILES / VITRIFIED TILESWater Absorption, Modulus of Rupture (Set of 6 Tiles) etc. complete. 93 Carrying out Test for PLYWOOD: Determination of Resistance to dry heat,Determination of Moisture Content,Determination of Density,Thickness of Plywood. etc. complete. 94 Carrying out Test for Test for Glue Adhesion for plywood etc. complete. 95 Carrying out Test for HOLLOW / SOLID /AAC BLOCKSDensity Test. (Set of 3 Blocks), Compressive Strength. (Set of 3 Blocks), Water Absorption Test (Set of 3 Blocks) etc. complete. 96 Providing and fixing 15 mm dia. CPVC pipe on walls, ceiling, or floor with necessary fittings, and remaking the demolished portion, etc., complete. This includes removing the existing pipeline if necessary, conveying, and stacking the same in the PWD chowky or as directed, etc., complete. (Brands such as Astral, finolex, Prince or equivalent make.) 97 Providing and fixing 20 mm dia. CPVC pipe on walls, ceiling, or floor with necessary fittings, and remaking the demolished portion, etc., complete. This includes removing the existing pipeline if necessary, conveying, and stacking the same in the PWD chowky or as directed, etc., complete. (Brands such as Astral, finolex, Prince or equivalent make.) 98 Providing and fixing 25 mm dia. CPVC pipe on walls, ceiling, or floor with necessary fittings, and remaking the demolished portion, etc., complete. This includes removing the existing pipeline if necessary, conveying, and stacking the same in the PWD chowky or as directed, etc., complete. (Brands such as Astral, finolex, Prince or equivalent make.) 99 Providing and fixing on walls/ceiling/floor 32mm dia CPVC pipe with necessary fittings, remaking good the demolished portion, etc., complete. Including removing existing pipeline if necessary and conveying and stacking the same in PWD chowky or as directed, etc., complete. (Brands such as Astral, finolex, Prince or equivalent make.) 100 Providing and fixing 75 mm dia stabilizer pipe/P.V.C. soil vent/waste pipe with necessary fixtures and fittings, such as bends, tees, single junctions, slotted vent, clamps, etc., complete. 101 Providing and fixing 100 mm dia stabilizer pipe/P.V.C. soil vent/waste pipe with necessary fixtures and fittings, such as bends, tees, single junctions, slotted vent, clamps, etc., complete. (Brands such as Astral, finolex, Prince or equivalent make.) 102 Providing and fixing 10 cm PVC nahani trap with grating, etc., complete. (Brands such as Astral, finolex, Prince or equivalent make.) basic rate for nahani trap is Rs. 380/- 103 Providing and fixing C.P. pillar cock long neck with aerator of approed make including necessary sockets/union nut etc. complete. basic rate for pillar cock is Rs. 1250/- per number 104 Providing and fixing of Exhaust fan 150mm Crompton/Havels/Usha or equivalent etc. complete. basic rate for exhasut fan is Rs.1000/- per number 105 Providing and fixing Stainless Steel Round Napkin Hanger for Bathroom/Towel Holder for Wash Basin/Napkin Holder/Bathroom (Chrome) B. HeavyMaterial Stainless Steel Product Dimensions 17L x 5W x 19H CentimetersFinish Type ChromeInstallation Type wall-mounted Shape Round including fitting etc. completed.Basic rate for material is Rs. 320/- 106 Providing and fixing Premium Front Glass Shelf - Bathroom Shelf/Kitchen Shelves Wall Mounted With Frosted And Toughen (Tradition 6 X 18) Chrome including fitting etc. complete. Basic rate for material is Rs. 650/- 107 Providing and installation of 6 mm thick mirror with 6 mm thick ply backing, as per design. The mirror will be supported by stainless steel finished buttons, etc., complete. (The glass brand should be Saint-Gobain, Borosil, or an equivalent make) basic rate for mirror is Rs. 1250/- per sq.m. 108 Supply and Installation of NSD MAKE Smoke DetectorModel:66A, Certification: CE & ERTL etc. complete. 109 Supply and Installation of NSD MAKE Heat DetectorModel:66H, Certification: CE & ERTL etc. complete. 110 Supply and Installation of Response Indicator Make: NSDModel: P.S (Mini) etc. complete. 111 Supply and Installation of Manual Call Point (M.S) Make NSD 112 Supply and Installation of 08 Zone Fire Alarm Panel Make NSD(Excel) etc. complete. 113 Supply and Installation of Flasher Hooter make NSDModel No: MS17FLASH etc. complete. 114 Supply and Installation of Supply & Laying 1.0 Sq. mm X 2 Core Copper Armored ISI Cable for alarmsystem. With accessories Per meter. Brand/Make :polycab/Finolex/havellls) etc. complete. 115 Supply and Installation of High quality CO2 Fire Extinguisher (6 kg)Type:Carbon Dioxide (CO2) Fire Extinguisher (For electrical fires and flammable liquids)Capacity: 6 kgFire Rating: Class B (Flammable liquids) Class C (Electrical fires)Material: Cylinder: Steel or Aluminum alloyFinish: Red powder-coated for durabilityOperating Pressure: 55 barDischarge Time: Approx. 8-10 secondsDischarge Range: 3-5 feetTemperature Range:Operating: -10°C to +60°C Storage: -30°C to +60°CMounting: Includes wall bracket Certification: IS 15683 (India) / UL/CE Certified etc. complete.Note: The rates for all Fire Safety Alarm items include the complete supply, installation, commissioning, transportation, freight, and all associated costs. 116 Providing Architectural/ Interior design Services : Scope of Work as below:Drawings Preparation: 3D views, floor plans, furniture layout, electrical layout, ceiling layout, and partition layout.Color Scheme & Material Selection: Guidance on colors and material choices for finishes, flooring, and furniture.Quality Control: Ensure standards for structural, civil, electrical, fire safety, furniture work and HVAC work.Interior Planning: Optimize lab functionality and aesthetics, including furniture, partition design, and system planning (electrical, HVAC, fire safety).Modifications: Suggest changes to designs based on site conditions and client feedback.Coordination & Monitoring: Ensure project progress and timely completion by working closely with contractors. Deputation of Interior designer degree/diploma/certificate course having knowledge of AutoCAD and 3D Home or equivalent for the full period of the work. Designes. Monitor on-site execution, ensuring design adherence. Taking joint measurements.Preparing statements for extra items and excess quantities.Compliance & Safety: Ensure adherence to safety codes and regulations. etc. complete.
Contract Date: Jul 18, 2025 Contract Value : ₹ 1.23 Crore
Boards / Undertakings / PSU No of Bidders 3
Maharashtra View Result →
23.
Defence #8274097 AOC
Periodical Services To Sailors Married Accn And Repair To Internal Plumbing , Waste Water Line , Tiling In Certain Bldg, Repairs To Roof Treatment, Chajja, Roof Facia, Roof Projection, Roofing Sheets And Plastering At Certain Accn In Pocket B At Ins As Per Tender Documents; 1 Taking down cement plaster of any description on stone /PCC block /brick wall / top of chajja etc including raking out joints, hacking for key, scrubbing down with water etc and removing debris to outside of INS Mandovi Area including filling of open joints in cement mortar 1:6 complete all as specified and directed. 2 M & L for rendering 15 mm (10+5) thick on fair faces of brick work or concrete surfaces in cement mortar 1:4 in two layers i.e first layer 10 mm thick and 5 mm thick outer layer mixed with WPC as per manufacturers instruction and finished surfaces even and smooth without using extra cement including necessary scaffolding complete all as specified and directed. Note: Quoted rate shall be deemed to be inclusive of cost of waterproofing compound. 3 M & L for preparation of newly plastered wall surfaces and applying two or more coats of 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 @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm over new surfaces complete all as specified and directed. 4 M & L for dubbing coat average 15 mm thick on irregular face of external and internal wall surfaces (when specifically ordered in writing) in CM 1:6 complete all as specified and as directed. 5 M & L for rendering 10 mm thick in cement mortar 1:6 on fair faces of brick work or concrete surfaces finished even and smooth without using extra cement complete all as specified and directed. 6 M & L for preparation of newly plastered wall surfaces, priming the surface with alkali resistant priming paint, applying 1mm thick wall care putty and distempering with two coats of distemper oil emulsion, white or tinted complete all as specified and directed. 7 M & L for rendering 5 mm thick on fair faces of brick work or concrete surfaces on ceilings, soffit of chajja and roof projection in cement mortar 1:3 finished even & smooth without using extra cement complete all as specified and directed. 8 M & L for preparation of newly plastered ceiling surfaces, priming the surface with alkali resistant priming paint, applying 1mm thick wall care putty and distempering with two coats of distemper oil emulsion, white or tinted complete all as specified and directed. 9 M & L for washing, rubbing down and stopping of any type of distempered wall surfaces, preparation of the surface, applying 1 mm thick wall care putty wherever required and applying two coats of oil bound distemper of any tint complete all as specified and directed. 10 M & L for washing, rubbing down and stopping of any type of distempered wall surfaces, preparation of the surface, applying 1 mm thick wall care putty wherever required and applying one coat of oil bound distemper of any tint complete all as specified and directed. 11 M & L for washing, rubbing down and stopping of any type of painted wall surfaces, preparation of the surface and applying two or more coats of 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 @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm over new surfaces complete all as specified and directed. 12 M & L for washing, rubbing down and stopping of any type of painted wall surfaces, preparation of the surface and applying one coat of 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 @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm over new surfaces complete all as specified and directed. 13 M & L for complete removal of existing treatment and preparation of old ceiling surfaces and applying two coats of distemper oil emulsion over a coat of primer complete all as specified and directed. 14 M & L for preparation of old plastered wall surfaces and applying two coats of white wash complete all as specified and directed. 15 M & L for preparation of old painted wooden surfaces of any description, not otherwise described, over 10cm width or girth and applying one coat of synthetic enamel paint complete all as specified and directed. 16 M & L for preparation of old painted steel surfaces of any description, not otherwise described, over 10cm width or girth and applying one coat of synthetic enamel paint complete all as specified and directed. 17 M & L for chipping, removing carefully concrete work using low impact hammer, breaking without damaging the structure, cleaning and disposing debris outside the premises complete all as specified and directed.Note: Hard concrete shall not be removed by force. 18 M & L for cleaning existing reinforcement with wire/ rotary wire brush, making the surfaces free of loose material, rust spalls, dirt etc, applying two coats of alkaline rust converting primer FEOVERT, confirming to ASTM-B-117, on rebars, with time interval of 6 hour between each coat) and applying protective coating of IPNET-RB complete all as specified and directed. 19 S & F wire netting of stainless steel wire 1.4 mm dia (size of mesh 25 mm) fixed with tinned tacks of stainless steel wire staples, including necessary frame of steel complete all as specified and directed. 20 M & L for injecting cement slurry grout in the ratio 1:2 (cement : water) and super plasticiser (Supercon-100) at the rate 250 ml/50 kg, mixed by using mechanical mixer stirring continuously; injected by means of pump at a pressure of 0.5 kg/sqcm till grout mix flows out from the nozzles indicating complete filling of grout in the drilled holes for repairs to walls and slabs; as per manufacturers instructions complete all as specified and directed. 21 M & L for injecting low viscosity MONOPOL (3-5cps) high molecular weight monomer by pressure and using mechanized injector gun with accessories, till nozzles refuse to accept the grout, including mixing of material components (Part a & b) in quantities as per manufacturers instruction by weigh batching, grouting by maintaining the pressure at exit (0.5 to 1.0 kg/cm2) by monitoring pressure guage at exit, grouting the material through prefixed nozzles in the structural elements @ 100ml per nozzle and repeating the process for all the nozzles (beam and columns) complete all as specified and directed. 22 M & L for drilling and fixing Rohibb Teflon nozzles in RCC structural members, including drilling holes of 12mm dia, 50 to 100mm deep holes in structural members at intervals of 500 center to center in staggered manner and carrying out the work as under complete all as specified and directed. (i) Cleaning of holes : Holes shall be cleaned by air blower prior to fixing nozzles.(ii) Fixing of nozzles : 12mm dia Rohibb Teflon nozzles shall be inserted in cleaned holes. External end of nozzles to be machine cut to receive outlet of grouting gun. Nozzles shall be fixed inside the holes by applying thixotropic epoxy putty to ensure complete sealing. The system shall be cured for min 12 hrs. (iii) Cutting of nozzles : Nozzles shall be cut by chisel after completion of grouting without damaging structural elements. 23 M & L for providing and applying jacketing around columns with micro concrete (Molith-MC) M40 including lifts, shuttering, drilling holes and fixing shear anchor complete all as specified and directed. Note: Reinforcement shall be measured and paid separately. (Quoted rates shall be deemed to be inclusive of jacketing, formwork and micro concrete) 24 M & L for providing TMT bars mild steel 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 0.9mm dia or securing with clips for stiffner of chainlink fencing complete all as specified and directed. 25 Demolition of cement concrete (un-reinforced) of any description and in any position not otherwise specifically provided for complete all as specified and directed. 26 M & L for providing cement concrete 1:2:4 type B0, using 12.5mm graded crushed stone aggregate in roof kerbs or mud stops, rounded or chamfered on edges on concrete surfaces over top of RCC chajjas using waterproofing compound as per manufacturers instruction fcomplete all as specified and directed.Note: Quoted rate shall be deemed to be inclusive of cost of waterproofing compound. 27 Dismantling single layer Mangalore pattern or similar tiles in roofing complete all as specified and directed. 28 M & L for laying roof tiles, Mangalore pattern, interlocking at side joints, laid dry complete all as specified and directed. 29 M & L for providing ridge or hip tiles to suit Mangalore pattern of roofing Tiles, bedded and jointed in cement mortar 1:6 complete all as specified and directed. 30 Dismantling plain or corrugated steel sheeting, any gauge, thickness, including Nainital or similar pattern roof coverings complete all as specified and directed. 31 S & F pre-painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of any colour, having tensile strength of 550 Mpa as in roof covering/ cladding to wall, fixed with self tapping screws complete all as specified and directed. 32 S & F pre-painted galvalume aluminum zinc coating GI based plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/ cladding to wall, fixed with self tapping screws complete all as specified and directed.Note: Width of ridge sheet shall be 60cm on both sides 33 Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and directed. 34 S & F 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 in Fe-290 Gde E-165 complete all as specified and directed. 35 M & L for preparation of new steel surfaces of any description, over 10cm in width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed. 36 Demolition of precast concrete articles and precast concrete block walling built in cement mortar or cement lime mortar complete all as specified and directed. 37 M & L for precast cement concrete block masonry with solid blocks of PCC 1:3:6 type C1 using 20 mm graded trap aggregate, exc. 10 cm in width and setting in cement mortar 1:6 complete all as specified and directed. 38 M & L for preparation of new wall surfaces and applying two coats of white wash complete all as specified and directed. 39 Disconnecting existing tanks of capacity exc. 250 ltr and n.exc. 500 ltr, setting aside (or lowering if required) for repairs, cleaning, etc. and hoisting if required, reconnecting and re-fixing in position complete all as specified and directed. 40 Disconnecting existing tanks of capacity exc. 500 ltr and n.exc. 1000 ltr, setting aside (or lowering if required) for repairs, cleaning, etc. and hoisting if required, reconnecting and re-fixing in position complete all as specified and directed. 41 Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises complete all as specified and directed. 42 M & L for providing 15mm thick screed bed or bedding layer of cement mortar 1:6for laying floor finishes complete all as specified and directed. 43 M & L for rendering 10 mm thick onfair faces of brick work or concrete vertical surfaces in cement mortar 1:4 complete all as specified and directed. 44 M & L for providing granite tile work using granite (of any type) tiles, 20mm thick machine cut, bedded and jointed with grey cement slurry and pointed withwhite cement with admixture of pigment to match the shade of granite stone including grinding and polishing complete all as specified and directed. 45 Rounding to edges of stone slabs one edge, such as in steps, cooking platform, and other similar situations, complete all as specified and directed. 46 M & L for providing glazed ceramic coloured tiles in vertical surface, 350 x 250 x 7 mm/ 450 x 350 x 7 mmthick, set and jointed in neat cement slurry and pointed in white or coloured cement to match complete all as specified and directed. 47 M & L for providing non - skid ceramic coloured tiles 7 to 8 mm thick (square/ rectangular), 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 complete all as specified and directed. 48 M & L for providing non - skid ceramic coloured tiles 7 to 8 mm thick (square/ rectangular), area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm, in floors etc., set and jointed in neat cement slurry and pointed in white or coloured cement to match complete all as specified and directed. 49 M & L for providing non - skid ceramic coloured tiles 7 to 8 mm thick (square/ rectangular) area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm, in skirting set and jointed in neat cement slurry and pointed in white or coloured cement to match complete all as specified and directed. 50 M & L for providing chequered cement concrete tiles 20cm x 20cm x 25mm thick, set, jointed and pointed in neat cement slurry in floors with grey cement and pigments complete all as specified and directed. 51 Taking down steel tubing and connections of 15 mm dia bore complete all as specified and directed. 52 Taking down steel tubing and connections of 20 mm dia bore complete all as specified and directed. 53 Dismantling water tanks of capacity exc 250 ltr & n exc 500 ltr and removing to store complete all as specified and directed. 54 Dismantling water tanks of capacity exc 500 ltr & n exc 1000 ltr and removing to store complete all as specified and directed. 55 Supplying and laying of CPVC pipes of 20 mm outer dia, SDR 11 & plain CPVC SDR 11 fittings on walls/ ceiling or laying in floors complete all as specified and directed. 56 Supplying and laying of CPVC pipes of 25 mm outer dia, SDR 11 & plain CPVC SDR 11 fittings on walls/ ceiling or laying in floors complete all as specified and directed. 57 S & F in repairs bib taps (long body), cast copper alloy with crutch or butterfly handle, screwed down, screwed for iron pipe or for brass ferrule of 15mm dia bore complete all as specified and directed. 58 S & F in repairs stop valves, copper alloy, screwed down, high pressure, with crutch or butterfly handle, screwed both ends, for iron pipes or for unions of 15 mm dia bore complete all as specified and directed. 59 S & F in repairs pillar taps, fancy type, cast copper alloy, with capstan heads, chromium plated, screwed down high pressure, with fly nuts screwed for iron pipes of 15 mm dia bore complete all as specified and directed. 60 S & F in repairs brass chromium plated shower rose, 125 mm size with shower arm of 15 mm size, 195mm long with 45 degree bend and flange complete all as specified and directed. 61 S & F 600mm x 450mm 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. 62 S & F PTMT bathroom mirror cabinet of size 600mm x 450mm x 200mm with all necessary arrangements for fixing to wall complete all as specified and directed.Make: Shakthi Cat Pt No SB-155 or Water Tec or equivalent 63 S & F in repairs plastic water closet seat, white, closed pattern with flat bottom, cover and mild steel chromium plated or aluminised hinging device complete all as specified and directed. 64 S & F in repairs toilet paper holder, flat recessed type, stainless steel, including all necessary fittings complete all as specified and directed. 65 S & F in repairs brass, tubular towel rail, chromium plated, 20mm dia, D type, 60cm long between flanges complete all as specified and directed. 66 S & F in repairs grating doom 100mm dia of PTMT (Minimum weight 40 gms) including jointing with solvent cement complete all as specified and directed. 67 S & F in repairs 32 mm dia waste pipe, 800 mm long complete all as specified and directed. 68 S & F in repairs 2 in 1 health faucet with hook, chromium plated, with 1.5 m tube complete all as specified and directed. 69 S & F in repairs vitreous China wash down water closet pan (pedestal pattern), white (excluding fixing bolts, flushing cistern and flush pipe) complete all as specified and directed. 70 S & F in repairs vitreous China squatting pan, ‘Orissa’ pattern, size 580 x 440 mm, white, with integral foot rests, excluding flushing cistern and flush pipe, complete all as specified and directed. 71 S & F in repairs vitreous China bowl urinal flat back, full stall type, white, with grating and union for discharge pipe complete including providing and fixing plugs, bedding urinal against wall in cement mortar 1:2, securing urinal to plugs with and including 60mm long brass screws, pointing around urinal back in cement; flush pipe, grating and union for discharge pipe complete all as specified and directed. 72 S & F in repairs PVC valveless, syphonic action type, flushing cistern of 10 litres capacity, low level, white, with inlet, ball valve, float and handle including brackets and flush pipe of polyethylene of low or high density or PVC. 32 mm dia, for low level cistern and connections to pipes and fixing of chain and pull, or lever, if any complete all as specified and directed. 73 S & F PVC connections of 15 mm size and 450 mm long with PTMT nuts complete all as specified and directed. 74 S & F PVC connections of 15 mm size and 600 mm long with PTMT nuts complete all as specified and directed. 75 S & F in repiairs wash basins, Vitreous China, flat back or angle back type, 550mm x 400mm size, including brackets and cutting for and pinning in ends of brackets or erecting stand and fixing of polyethylene of low or high density or PVC. 32 mm dia waste pipe complete all as specified and directed. 76 S & F sinks with drainage board made of stainless steel 1 mm thick, kitchen with plugs, washers and wastes; includding bedding in cement mortar to dwarf wall or including fixing cantilever brackets and connecting union to pipe, of overall size 915mm x 460 mm and of bowl size 410mm x 330mm x160mm complete all as specified and directed. 77 S & F 500 litre capacity rotational moulded polyethylene water storage tanks (cylindrical, vertical with closed top) hoisted and fixed in position complete all as specified and directed. 78 S & F 1000 litre capacity rotational moulded polyethylene water storage tanks (cylindrical, vertical with closed top) hoisted and fixed in position complete all as specified and directed. 79 S & F in repairs ball valves, high pressure of PTMT with epoxy coated aluminium rod & high density plastic ball screwed for iron pipe of 25 mm dia bore complete all as specified and directed. (minimum weight 25 mm - 455 gm) 80 S & F in repairs ball valves to CPVC pipe of 25 mm dia bore complete all as specified and directed. 81 S & F in repairs tank adaptor to CPVC pipe of 25 mm dia bore complete all as specified and directed. 82 M & L for PVC (SWR) floor trap of 75 mm dia outlet, plain with grating including jointing with solvent cement, fixed in repairs, complete all as specified and directed. 83 Taking down eaves gutters and rainwater pipes (any size or pattern), including all fittings, heads, shoes, bends, swan-necks, etc., including cleaning or refixing or removal to store (measured overall as fixed along the centre line over fittings and accessories) complete all as specified and directed. 84 S & F 160 mm dia bore PVC (SWR) pipes, single socketed in any length with rubber ring joints, solvent cement jointed fixed to walls complete all as specified and directed. 85 S & F PVC (SWR) bends of 160 mm dia bore, any radius, with acess door complete all as specified and directed. 86 S & F 110 mm dia bore PVC (SWR) pipes, single socketed in any length with rubber ring joints, solvent cement jointed fixed to walls complete all as specified and directed. 87 S & F PVC (SWR) bends of 110 mm dia bore, any radius, with acess door complete all as specified and directed. 88 Dismantling/ taking down existing hessain base felt or clay tiles or any other existing water proofing treatment from roof/ chajja including cement plaster, cleaning the surface and removing the dismantled debris to a distance exceeding 1.50 km but not exc 5 km to outside the MD land and laying water proofing membrane treatment using 4mm thick APP modified membrane consisting five layer membranes, weighing not less than 4.00kg/sqm laid over a coat of cold bituminous primer @ 0.40 kg/sqm by torching the membrane and sealing the overlap by 100mm length side and 150mm width side all as per manufacturers instructions including joints and changes in direction be curved with 10mm thick cement mortar 1:3 mixed with SBR latex @ 2.00ml/bag of cement, curved well before laying of membrane, including applying two coats of solar reflective bituminous aluminium paint @ 0.10 litre/sqm complete all as specified and directed.Note: (i) Irrespective of lap, the net covered area will only be measured for payment. (ii) Quoted rate shall be deemed to be inclusive of bituminous primer, APP membrane, solar reflective bituminous aluminium paint and SBR latex. 89 M & L for providing 25 mm thick cement concrete 1:2:4 type B0 (using 12.5mm graded stone aggregate) on concrete surface over top of RCC roof using waterproofing compound as per manufacturers instruction finished even and fair using extra cement complete all as specified and directed.Note: Quoted rate shall be deemed to be inclusive of cost of waterproofing compound. 90 Taking down shutters of any descrption not exceeding 1.0 sqm eachfrom chowkhats, complete all as specified and directed. 91 Taking down shutters of any description, exceeding 1.0 sqm but not exceeding 2 sqm each, from chowkhats, complete all as specified and directed. 92 Taking down chowkats or frames not exceeding 1.5 sqm each, with shutters (without taking off shutters from the frames) complete all as specified and directed. 93 Taking down chowkats or frames exceeding 1.5 sqm but not exceeding 4.0 sqm each, with shutters (without taking off shutters from the frames) complete all as specified and directed. 94 Taking down chowkats or frames not exceeding 1.5 sqm each complete all as specified and directed. 95 Taking down shutters of any description n exc 1 sqm each and refixing in same opening complete all as specified and directed. 96 Taking down chowkats or frames exceeding 1.5 sqm but not exceeding 4.0 sqm each complete all as specified and directed. 97 Taking down shutters of any description exc 1 sqm and n exc 2 sqm each and refixing in same opening complete all as specified and directed. 98 S & F 2nd class hard wood plain, solid, straight chowkats and frames, wrought, framed rebated on the solid rounded or chamfered, put together with glue pinned at joints complete all as specified and directed. 99 S & F 2nd class hard wood, 35 mm thick glazed and skeleton shutters, open rebated and prepared to receive glass, gauze, etc., divided into squares, with plain, chamfered or rounded, mitred and rebated sash bars, any numbers, edges of framing plain, chamfered or rounded. fitted with cut and mitred beads for securing glass, etc.; sizes of members of shutters as specified in SSR Part I, Section 8, clause 8.24 (a); and fitted to chowkats complete all as specified and directed. 100 S & F factory made plain framed, panelled shutter (two panel) of 40 mm thick, with 2nd class hardwood rail and style, with lock rail and panel of 9 mm thick BWP commercial ply or 12 mm thick veneered particle board with commercial veneering on both faces, the size of rail and stile as per IS : 1003 (Part I), kiln seasoned and chemically pressure treated complete all as specified and directed. 101 M & L for forming jambs, etc. to openings (to foregoing item), including cutting, toothing and properly bonding into old work, also facing, jointing and pointing to match existing work, in CM 1:6 complete all as specified and directed. 102 S & F mild steel ordinary rat tail door springs (capsule type), 300 mm long, including roller and roller plate complete all as specified and directed. 103 S & F in repairs mild steel ordinary rat tail door springs (capsule type), 300 mm long, including roller and roller plate complete all as specified and directed. 104 S & F extruded aluminium alloy handles, 150 mm long, fabricated type, anodised complete all as specified and directed. 105 S & F in repairs extruded aluminium alloy handles, 150 mm long, fabricated type, anodised complete all as specified and directed. 106 S & F extruded aluminium alloy handles, 100 mm long, fabricated type, anodised complete all as specified and directed. 107 S & F in repairs extruded aluminium alloy handles, 100 mm long, fabricated type, anodised complete all as specified and directed. 108 S & F aluminium anodised, barrel tower bolts of extruded section and 150 mm length complete all as specified and directed. 109 S & F in repairs aluminium anodised, barrel tower bolts of extruded section and 150 mm length complete all as specified and directed. 110 S & F aluminium anodised, barrel tower bolts of extruded section and 100 mm length complete all as specified and directed. 111 S & F in repairs aluminium anodised, barrel tower bolts of extruded section and 100 mm length complete all as specified and directed. 112 S & F 300 mm long aluminium alloy, anodised, sliding door bolt with hasp, staple (bolt type) & fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast aluminium alloy complete all as specified and directed. 113 S & F in repairs 300 mm long aluminium alloy, anodised, sliding door bolt with hasp, staple (bolt type) & fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast aluminium alloy complete all as specified and directed. 114 S & F in repairs aluminium plate type II, gate and shutter, hooks and eyes of size 150 mm complete all as specified and directed. 115 S & F in repairs 125 mm long hasp and staple, safety type, aluminium anodised hinge pin including bolt to hinge plate and fixed with screws complete all as specified and directed. 116 S & F 100 mm long butt hinges, medium weight, cold rolled mild steel complete all as specified and directed. 117 S & F 75 mm long butt hinges, medium weight, cold rolled mild steel complete all as specified and directed. 118 S & F 4 mm thick, sheet glass, ordinary quality and glazing with oil putty / beedingin squares not exceeding 0.5 sqm in each pane complete all as specified and directed. 119 Hacking out old broken glass (any thickness, size, quality or description) from wooden/ steel frames or stone, concrete or brick surrounds, glazed with putty or fixed with beads complete all as specified and directed. 120 S & F 4 mm thick, sheet glass, ordinary quality and glazing with oil putty / beedingin squares exceeding 0.5 sqm in each pane complete all as specified and directed. 121 S & F 4 mm thick figured glass, pin head type and glazing with oil putty/ beeding in squares exc 0.5 sqm in each pane complete all as specified and directed. 122 S & F aluminium alloy wire cloth, 0.45 mm nominal dia of wire and average width of aperture 1.4 mm and fixed with aluminium wire staples complete all as specified and directed. 123 S & F in repairs aluminium alloy wire cloth, 0.45 mm nominal dia of wire and average width of aperture 1.4 mm and fixed with aluminium wire staples complete all as specified and directed. 124 S & F mild steel clamps; hold fasts; wall ties and similar small articles conforming to Fe-290 Gde-E-165 complete all as specified and directed. 125 M & L for providing PCC 1:3:6 type C1 using 20mm garded stone aggregate, for fixing hold fast complete all as specified and directed. 126 M & L for preparing new wooden surfaces of any description exc. 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of pink primer complete all as specified and directed. 127 S & F in repairs door closer, hydraulically regulated, designation No. 3, universal type, aluminium (die cast) body, suitable for door shutters of 851 to 1000 mm in width and of weight between 61 to 80 kg complete all as specified and directed. 128 S & F in repairs 40 mm dia, cupboard knobs fixed with nut, screw and washer of mild steel, bright finished complete all as specified and directed. 129 S & F in repairs snake guards on bottom sides of doors (door sealing strip) of aluminium plate and nylon bristles for weather stripping, air and sound blocking complete all as specified and directed. 130 S& F Factory made single extruded WPC (Wood Polymer Composite) solid door/ window/ Ceosetory windows & other Frames/ Chowkhat ofFrame size 65x 100 mm 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 retardantand fixed in position with and including MS hold fast/ lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-in-Charge,as per specification & drawing Note: 1. For WPC solid door/window frames, minus 5mm tolerance in dimension i.e. depth and width of profile shall be acceptable. 2. Variation in profile dimensions on plus side shall be acceptable but no extra payment on this account shall be made. 131 S&F Factory made single extruded WPC (Wood Polymer Composite) solid plain flush door shutter of 35mm thickcomprising 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 under relevant item of this schedule. 132 S & F in repairs plain aluminium sheeting, 0.56 mm thick, Alloy 31000 H4 in ridges, hips, valley gutter, drip and straight flashing (length and girth as fixed) complete all as specified and directed. 133 S & F in repairs floor door stopper of aluminium alloy body and tongue, anodised with hard draw steel spring, 140mm overall length of cover plate complete all as specified and directed. 134 M & L for providing 18/19mm thick prelaminated particle board, exterior grade, prelaminatedone side with decorative choice lamination and other side balancing white lamination, fixed in repiars with screws to timber frame work in cup board shelves complete all as specified and directed. 135 S & F continuous (piano) hinges, mild steel, bright finish or electrogalvanised, of 30mm wide flaps (when open) complete all as specified and directed. 136 S & F in repairs continuous (piano) hinges, mild steel, bright finish or electrogalvanised, of 30mm wide flaps (when open) complete all as specified and directed. 137 S & F hasp and staple, 100mm long, safety type, aluminium anodised including bolt to hinge plate and fixed with screws complete all as specified and directed. 138 Cutting holes in brick walls in cement mortar for inserting holdfasts and making good dismantled portion in cement mortar 1:3 or cement concrete 1:2:4 type B-1 as required, depth of embedded portion of holdfasts or lugs measured from the face of the jamb into the wall exc. half brick but not exc.one brick complete all as specified and directed. 139 S & F in repairs mild steel mortice lock, 4 lever, vertical type, size 65 mm complete all as specified and directed. 140 S & F in repairs 100 mm long butt hinges, medium weight, cold rolled mild steel complete all as specified and directed. 141 S & F in repairs 75 mm long butt hinges, medium weight, cold rolled mild steel complete all as specified and directed. 142 M & L for greasing and easing only to existing rolling shutters, area of shutter exc 5.0 Sqm and not n exc 10 Sqm each complete all as specified and directed. 143 S & F in repairs curtain rails of anodised aluminium alloy with fixing brackets, stops, rollers etc complete all as specified and directed. 144 S & F aluminum powder coated window/ ventilator shutter including frame, any type (sliding or open-able) and other similar work etc, fabricated, with approved standard sections, including necessary arrangement to receive 4mm thick sheet glass or wire mesh with aluminium channel beading, stainless steel screws, rollers, maruti lock including the cost of rubber gasket / rubber beading, rollers, maruti lock etc, fixing frames complete all as specified and directed.Note: Weight of rubber gasket / beading rollers, maruti lock will not be measured with weight of aluminium shutter. Note: Sheet glass & wire mesh shall be measured and paid separately. 145 S & F anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm 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 complete all as specified and directed. 146 M & L for cleaning of RCC /AC/PVC water tank (staged over the bldg), capacity not exc. 500 ltrs, by removing float valve carefully, draining out water, scrapping down by wire brush for removing fungus, mud scales etc., washing down with fresh water, refixing float valve in same position, spreading bleaching powder inside water tank and applying one coat white/ colour wash on external surface complete all as specified and directed. 147 M & L for cleaning of RCC /AC/PVC water tank (staged over the bldg), capacity exc. 500 ltrs but not exc. 1000 ltr, by removing float valve carefully, draining out water, scrapping down by wire brush for removing fungus, mud scales etc., washing down with fresh water, refixing float valve in same position, spreading bleaching powder inside water tank and applying one coat white/ colour wash on external surface complete all as specified and directed. 148 M & L for cleaning of RCC /AC/PVC water tank (staged over the bldg), capacity exc. 1000 ltrs and not exc 2000 ltr, by removing float valve carefully, draining out water, scrapping down by wire brush for removing fungus, mud scales etc., washing down with fresh water, refixing float valve in same position, spreading bleaching powder inside water tank and applying one coat white/ colour wash on external surface complete all as specified and directed. 149 Note: An amount of Rs 64115.00 on account of Credit Schedule for Schedule A Part II shall be deducted from the total amount of BOQ to arrive at Contract Sum.
Contract Date: Nov 13, 2025 Contract Value : ₹ 40.00 Lakh
Statutory Bodies & Commissions/Committees No of Bidders 2
Goa View Result →
24.
Defence #8261645 AOC
Tender For Special Repair To Bldg No P-52 At Cgdhq-1 Under Ge (I) Cg Porbandar; 1 Schedule A B/R 2 Dismantling, floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles and rubbish off the premises, complete all as specified & directed by Engineer-in-Charge. 3 Demolition of stone slabs and tiles of any description or thickness in floors, aprons Laid, bedded and pointed in any mortar etc., complete all as specified & directed by Engineer-in-Charge. 4 Taking down chowkhat with shutters (without taking of shutters from the frames of any description not exceeding 1.5 sqm in each panel, complete all as specified & directed by Engineer-in-Charge. 5 Taking down chowkhat with shutters (without taking of shutters from the frames of any description exceeding 1.5 sqm but not exceeding 4.0 sqm in each panel, complete all as specified & directed by Engineer-in-Charge. 6 Demolition of Concrete of any description and in any position not otherwise specifically provided, complete all as specified & directed by Engineer-in-Charge. 7 Dismantling/ Demolition of brick work or stone masonry or RCC Pre cast Jali & Jafari built in cement mortar including all quoins, arches, pillars, etc., complete all as specified & directed by Engineer-in-Charge. 8 Taking down cement plaster on stone wall including racking out joints, hacking for key scrubbing with water etc., complete all as specified & directed by Engineer-in-Charge. 9 Taking up or down 15/16mm bore dia, steel tubing & connections including cleaning for re-fixing or removal to store, complete all as specified & directed by Engineer-in-Charge. 10 Taking up or down for 20mm bore steel water tubing galvanised with connection, complete all as specified & directed by Engineer-in-Charge. 11 Dismantling water tanks of capacity exceeding 250 Litre but not exceeding 500 litres removing to store, complete all as specified & directed by Engineer-in-Charge. 12 Supply & Fixing for 2nd class HW plain chowkhat and framed, rebated on the solidrounded or chamfered put together with glue pinned at joints, complete all as specified & directed by Engineer-in-Charge. 13 Supply & Fixing for 35mm thick Second class hard wood Glazed and skeleton shutters, open rebated and prepared to receive glass, gauze, etc., divided into squares, with plain, chamfered or rounded, mitred and rebated sash bars, any numbers, edges of framing plain, chamfered or rounded, fitted with cut mitred beads for securing glass etc. as specified in SSR Part I, Section 8, clause 8.20 (a), complete all as specified & directed by Engineer-in-Charge. 14 Supply & Fixing for 35mm thick Flush Shutter, solid core construction, with block board core and plywood face panels, both face is covered with decorative face veneer with lipping/ frame to match commercial type on both side, complete all as specified & directed by Engineer-in-Charge. 15 Supply & Fixing Solid PVC Door Frame of size 50mm x 47mm made out of 5mm plain colour PVC sheet reinforced with M.S. Square tube, suppling & fixing in opening as per specification & drawing, complete all as specified & directed by Engineer-in-Charge. 16 Supply & Fixing Factory made solid panel PVC door shutter 30mm thick (style) consisting of frame made out of M.S. tubes for top & bottom rails. M.S. frame shall be covered with heat moulded plain colour PVC ‘C’ channel having a PVC sheet strip of 20mm width stuck inside with solvent cement for stiles and plain colour PVC sheets for top rail, lock rail & bottom rail on either side & as gap insert for top rail & bottom rail; Panelling of plain colour PVC sheet to be fitted in the M.S. frame welded / sealed to the stiles & rails with suitable PVC sheet beading, and joined together with solvent cement, suppling & fixing in the frame at site as per specification & drawing, complete all as specified & directed by Engineer-in-Charge. 17 Providing 30mm thick factory made 100% solid WPC (Wood polymer composite) Solid Plain / Prelam / Enrouted Plain / Enrouted Painted flush Door Shutter of required size comprising of Virgin PVC resin of K Value 57-60 (Suspension Grade), Calcium carbonate and natural fibres (Wood Powders / rice husk / Wheat husk) and Non-toxic additives made from Extrusion process WPC foam sheet single Extruded (Inner) with density not less than 650 Kg/cum manufacture by an ISO 9001-2015 Certified Company, having good screw holding capacity (Screw withdrawal strength of 2000 N (face) & 1100 N (Edge), Minimum Compressive Strength of 50 N/mm2, Modulusof elasticity 850N/mm2 and resistance of spread flame of Class A category with Property of being Termite/Borer Free, Water/Moisture Proof, Fire Retardant and fixing with Stainless Steel butt hinges of required size with necessary full body threaded star headed counter sunk SS Screws for WC/Bathroom/Toilet/Kitchen/Balcony Doors, complete all as specified & directed by Engineer-in-Charge. 18 Providing and Fixing factory made 100% Solid WPC (Wood Polymer Composite) - Door frame of size 75mm x 50mm made from wood Polymer Composite (Single Extruded process) material comprising of virgin PVC polymer of K Value 57-60 (Suspension Grade), Calcium carbonate and Natural fibres (Wood Powder/Rice Husk/Wheat Husk) and Non-toxic additives fabricated with meter joints after applying PVC solvent cement & Screwed with full body threaded star headed screws having minimum frame density of 780 Kg /cum manufacture by an ISO 9001-2015 certified Company, having good screw holding capacity(Screw withdrawal strengthof (Min 990N), 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 & Fire retardant & Fixed in position with SS Draft Fasteners/Hold Fast of required dia and length for WC/Bathroom/Toilet and external uses, complete all as specified & directed by Engineer-in-Charge. 19 Supply & Fixing for factory made uPVC white colour Sliding Window Three track made of extruded profiles with wall thickness of 2.3mm (±0.2mm). Window profile with hollow section with multi chamber, frame (88mm x 52mm), sliding sash (42mm x 67mm), sliding interlock (one vertical length in each shutter) (45.5mm x 28mm), glazing bead (24.5mm x 16mm) will be mitered cut and fusion welded at all corners, including railing of holes for fixing hardware and drainage of water ets, making arrangement for fixing of hardware, EPDM gasket. 1.2 ±0.2mm thick galvanized steel frame (30mm x 18mm) 2 nos, sliding sash (30mm x 18mm) 2nos, sliding mesh sash (26mm x 10mm) profile to be inserted in required profile, frame will be fixed to the wall with 8mm x 100m long fastener. Hardware (touch lock of zinc alloyed (white powder coated), steel roller system, stainless steel wire cloth 0.36mm nominal dia of wire and average width of aperture 1.40mm and required accessories. (Note: The unit rate excludes cost of glass and includes all other connected accessories) area n. exc. 2.00 sqm each fixed from ground floor to height of any floors, complete all as specified & directed by Engineer-in-Charge. 20 Supply & Fixing for 7mm thick aluminium grills of surrounded by aluminium C channel and size of opening 75mm x 75mm all as specified and directed fixed from ground floor to height of any floors, complete all as specified & directed by Engineer-in-Charge. 21 Supply & Fixing factory made uPVC white colour fixed window/ventilator made of extruded profile with wall thickness of 2.3 mm (±2mm). Window profile with hollow section with multi chamber. Frame (60mm x 58mm). T profile (one vertical length in between two shutters) (60mm x74mm). Glazed bead (35mm x 20mm) 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. galvanized steel frame (28mm x 21.5mm), T profile (27mm x 17mm) to be inserted in repair profile. Frame will be fixed to the wall with 8mm x 100mm long fasteners. 5mm thick glazing with selected quality glass (Note: The unit rateexcludes cost of glass and includes all other connected accessories.) area n. exc. 1.00 sqm each fixed from ground floor to height of any floors, complete all as specified & directed by Engineer-in-Charge. 22 Material & labour for preparation of new or previously treated wood surfaces of any description, over 10 cm width or girth, not otherwise described applying one coat of pink primer and applying two coat of synthetic enamel paint, complete all as specified & directed by Engineer-in-Charge. 23 Supply & Fixing 300mm long brass ordinary rat tail rod pattern springs including roller, complete all as specified & directed by Engineer-in-Charge. 24 Supply & Fixing 100mm long Butt hinges, extruded aluminium alloy with galvanised mild steel hinge pin, anodised and fixed, type B-21, complete all as specified & directed by Engineer-in-Charge. 25 Supply & Fixing 150mm long Extruded Aluminium alloy handles, fabricated type, anodised, complete all as specified & directed by Engineer-in-Charge. 26 Supply & Fixing 150mm long Aluminium, anodised, barrel tower bolts of extruded section, complete all as specified & directed by Engineer-in-Charge. 27 Supply & Fixing 300mm long Aluminium alloy, anodised, sliding door bolt with hasp, staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast Aluminium alloy, complete all as specified & directed by Engineer-in-Charge. 28 Supply & Fixing Hasp and staple for 100mm, safety type, aluminium anodised with mild steel hinge pin including bolt to hinge plate and fixed with screws, complete all as specified & directed by Engineer-in-Charge. 29 Supply & Fixing 140mm long aluminium anodized floor door stopper double legged with rubber shoe, fixed to bottom rail of door, complete all as specified & directed by Engineer-in-Charge. 30 Supply & Fixing 4mm thick Figured glass, pin headed type and glazing with oil putty in squares not exceeding 0.5 Sqm in each pane, complete all as specified & directed by Engineer-in-Charge. 31 Supply & Fixing stainless steel wire cloth 0.36mm nominal dia of wire and average width of aperture 1.40mm and fixed with aluminium/pvc sections, complete all as specified & directed by Engineer-in-Charge. 32 Material & labour for 10mm thick vitrified tile of area exceeding not exceeding 0.36 sqm in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match over screed bed or bedding layer of mortar 15mm thick with Cement Mortar 1:6, complete all as specified & directed by Engineer-in-Charge. 33 Material & labour for 10mm thick vitrified tile of area exceeding not exceeding 0.36 sqm in vertical surfaces set and jointed in neat cement slurry and pointed in white or coloured cement to match over cement mortar 15mm thick with Cement Mortar 1:4, complete all as specified & directed by Engineer-in-Charge. 34 Material & labour for PCC (1:2:4) type B-0 using 12.5mm graded aggregate as in floor of average 25mm thick, complete all as specified & directed by Engineer-in-Charge. 35 Material & labour for 75mm thick cement concrete type C–1 (1:3:6) using 20mm graded stone aggregate as in plinth protection etc., complete all as specified & directed by Engineer-in-Charge. 36 Material & Labour for Non-skid ceramic coloured tiles 7 to 8mm thick (square/rectangular) area of each tile not exceeding 0.11 sqm in floors, over and including 15mm thick screed in Cement Mortar (1:4) set and jointed in neat cement slurry and pointed with white or coloured cement to match, complete all as specified & directed by Engineer-in-Charge. 37 Material & Labour for Non-skid ceramic coloured tiles 7 to 8mm thick (square/rectangular) area of each tile exceeding 0.11 sqm but not exceeding 0.18 Sqm in floors, over and including 15mm thick screed in Cement Mortar (1:4) set and jointed in neat cement slurry and pointed with white or coloured cement to match, complete all as specified & directed by Engineer-in-Charge. 38 Material & labour for Glazed ceramic tiles in vertical surface 350mm x 250mm x 7mm / 450mm X 300mm X 7mm thick set and jointed in neat cement slurry and pointed in white or colour cement to match and including 15mm cement plaster in 1:4 Cement Mortar, complete all as specified & directed by Engineer-in-Charge. 39 Material & labour for granite (of any type) 20mm thick (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 including, grinding, polishing, moulding the edges and polishing and including over screed bed 20mm thick in Cement Mortar 1:6, complete all as specified & directed by Engineer-in-Charge. 40 Material & labour for 20 to 25mm thick machine cut Kota stone (single piece of required size for steps) flooring over cement screed base laid and jointed with grey cement slurry mixed with pigments to match the shade of the slab including rubbing and Mirror polishing and including 15mm thick screed bed in Cement Mortar 1:4, complete all as specified & directed by Engineer-in-Charge.Note:- Kota stone in S /case should be provided in single piece upto 1.5 m length or as per site requirements complete all as specified and as directed by Engineer-in-Charge. 41 ditto - all as above but kota stone slab (100/150mm x 550mm) and 20-25mm thick in riser of steps, skirting , dados and pillar laid over and including 10mm thick rendering to receive the stone in cement mortar 1:3 and jointed, complete all as specified & directed by Engineer-in-Charge.Note:- Kota stone in S /case should be provided in single piece upto 1.5 m length 42 Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided, complete all as specified & directed by Engineer-in-Charge. 43 Material & labour for precast RCC 1:2:4 Type-B1 (using 20mm graded crushed stone aggregate) as in manhole and drain cover slab and similar article with plain faces, set in cement mortar 1:4, complete all as specified & directed by Engineer-in-Charge. 44 Material & labour for Porbandar stone masonry, well bonded, bedded and solidly hearted built in Cement Mortar 1:6, complete all as specified & directed by Engineer-in-Charge. 45 Material & labour for rendering 5mm thick on ceiling concrete surfaces in cement mortar 1:3 and even and smooth without using extra cement, complete all as specified & directed by Engineer-in-Charge. 46 Material & labour for rendering 15mm thick on stone surfaces in cement mortar 1:4 and even and smooth without using extra cement, complete all as specified & directed by Engineer-in-Charge. 47 Material & labour for 15mm thick rendering in Cement Mortar 1:6 to stone surfaces trowelled to even & smooth w/o using extra cement, complete all as specified & directed by Engineer-in-Charge. 48 Material & Labour for preparing surfaces plastered or un-plastered new surface of walls applying two coats of oil bound distemper over a coat of primer over layer of smooth Putty finish as per manufacture’s instruction with smooth roller finish complete all as specified and as directed by Engineer-in-Charge. Note: - After painting, cleaning of all floors, glass & Furniture by own arrangement. 49 Material & Labour for complete removal of existing treatment by washing down and smoothing old surface of walls including scrapping and applying two coats of oil bound distemper over a coat of primer over layer of smooth Putty finish two coats as per manufacture instruction with smooth roller finish, complete all as specified & directed by Engineer-in-Charge.Note: - After painting, cleaning of all floors, glass & Furniture by own arrangement. 50 Material & Labour for preparing surfaces plastered or un-plastered new surface of ceiling applying two coats of oil bound distemper over a coat of primer two coats as per manufacture instruction with smooth roller finish, complete all as specified & directed by Engineer-in-Charge.Note: - After painting, cleaning of all floors, glass & Furniture by own arrangement. 51 Material & Labour for preparing surfaces plastered or un-plastered old surface of ceiling applying two coats of oil bound distemper over a coat of primer two coats as per manufacture instruction with smooth roller finish, complete all as specified & directed by Engineer-in-Charge.Note: - After painting, cleaning of all floors, glass & Furniture by own arrangement. 52 Material & labour for complete removal of old plastered surfaces of wall and applying two coats of 100 % Premium acrylic emulsion paint having VOC less than 50 gm/ltrs 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 all as per the manufacturer’s instructions, complete all as specified & directed by Engineer-in-Charge. 53 Material & labour for preparation of new plastered surfaces of wall and applying two coats of 100 % Premium acrylic emulsion paint having VOC less than 50 gm/ltrs 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 all as per the manufacturer’s instructions, complete all as specified & directed by Engineer-in-Charge. 54 Supply & Fixing in repair PVC Floor trap 75mm bore with grating including jointing using solvent cement to waste pipe fixed in cement concrete type B-1 (1:2:4), complete all as specified & directed by Engineer-in-Charge. 55 Supply & Fixing in repair PVC (SWR) gully trap 125/110mm, setting and jointing with solvent cement fixed in cement concrete type B-1 (1:2:4), complete all as specified & directed by Engineer-in-Charge. 56 Taking down eaves gutter or RWP of any description, complete all as specified & directed by Engineer-in-Charge. 57 Supply & Fixing 110mm dia PVC rain water pipe of pressure single socketed with rubber joint, jointed with solvent joint fixed to wall, complete all as specified & directed by Engineer-in-Charge. 58 Supply & Fixing 110mm dia PVC band any radius, complete all as specified & directed by Engineer-in-Charge. 59 Supply & Fixing PVC (SWR) pipes 110mm bore single socketed in any length with rubber ring joints fixed to walls, complete all as specified & directed by Engineer-in-Charge. 60 Supply & Fixing PVC (SWR) pipes 75mm bore single socketed in any length with rubber ring joints fixed to walls, complete all as specified & directed by Engineer-in-Charge. 61 Supply & Fixing PVC (SWR) pipes 110mm bore single socketed in any length with rubber ring joints laid in trenches, complete all as specified & directed by Engineer-in-Charge. 62 Supply & Fixing PVC (SWR) pipes 75mm bore single socketed in any length with rubber ring joints laid in trenches, complete all as specified & directed by Engineer-in-Charge. 63 Supply & Fixing PVC (SWR) bends 110mm bore with/without access door any radius, complete all as specified & directed by Engineer-in-Charge. 64 Supply & Fixing PVC (SWR) bends 75mm bore with/without access door any radius, complete all as specified & directed by Engineer-in-Charge. 65 Supply & Fixing PVC (SWR) single junction T 75mm bore with access door any radius, complete all as specified & directed by Engineer-in-Charge. 66 Supply & Fixing PVC (SWR) single junction T 110mm bore with access door any radius, complete all as specified & directed by Engineer-in-Charge. 67 Supply & Fixing PVC (SWR) vent cowl 110mm dia., complete all as specified & directed by Engineer-in-Charge. 68 Supplying and laying of 16mm dia CPVC pipes SDR 11 & fittings on walls/ceilings or laying in floors, complete all as specified & directed by Engineer-in-Charge. 69 Supplying and laying of 20mm dia CPVC pipes SDR 11 & fittings on walls/ceilings or laying in floors, complete all as specified & directed by Engineer-in-Charge. 70 Supply & Fixing Brass Elbow forspecial fitting of 16mm bore CPVC pipe, complete all as specified & directed by Engineer-in-Charge. 71 Supply & Fixing Brass Tee for special fitting of 16mm bore CPVC pipe, complete all as specified & directed by Engineer-in-Charge. 72 Supply & Fixing Male Brass threaded Adaptor Tee for special fitting of 16mm bore CPVC pipe, complete all as specified & directed by Engineer-in-Charge. 73 Supply & Fixing in repair 15mm bib tap (fancy type), cast copper alloy chromium plated with crutch or butterfly handle, screwed down, screwed for iron pipe or for brass ferrule, complete all as specified & directed by Engineer-in-Charge. 74 Supply & Fixing in repairs brass CP shower rose 125mm size fancy type with swivel joint any size including fixing to steel pipe/union for 15mm dia., complete all as specified & directed by Engineer-in-Charge. 75 Supply & Fixing in repair PVC connection of 15mm dia length 600mm, complete all as specified & directed by Engineer-in-Charge. 76 Supply & Fixing in repair Vitreous China wash down water closet pan (pedestal pattern), white with P or S trap with and including plastic water closet seat cover, connection to trap, flushing pipe & anti-syphonage pipe etc., including necessary materials for fittings & making good to floor, complete all as specified & directed by Engineer-in-Charge. 77 Supply & Fixing for in repairs 10 Ltrs. Capacity PVC valve less, syphonic action type, flushing cistern, low level, white, with inlet, ball valve, float and handle including brackets slim line or equivalent make / model with all accessories, complete all as specified & directed by Engineer-in-Charge. 78 Supply & Fixing for in repair Vitreous China ware wash hand basin white, flat back, size 550mm x 400mm size with cutting for and pinning ends of brackets or erecting stand including 32mm PVC bottle trap, chromium plated 15mm pillar cock, PVC connection 450mm long, CP waste coupling, 32mm dia PVC pipe, complete all as specified & directed by Engineer-in-Charge. 79 Supply & Fixing in repair Bevelled edge mirror, 600mm x 450mm of selected quality glass, mounted on 6mm thick or commercial plywood and fixed to wooden plugs with chromium plated brass screws and cup washers fixed, complete all as specified & directed by Engineer-in-Charge. 80 Supply & Fixing Peg set of three made of teak wood and Aluminium pegs of size 10cm, complete all as specified & directed by Engineer-in-Charge. 81 Supply & Fixing in repair 20mm Aluminium anodised Tubular towel rail, 20mm dia, D type, 60cm long between flanges, complete all as specified & directed by Engineer-in-Charge. 82 Supply & Fixing in repair 15mm dia CP Health Faucet with 1mtr long lead fixed in pipe, complete all as specified & directed by Engineer-in-Charge. 83 Supply & Fixing 500 Ltrs. Capacity rotational moulded polyethylene water storage tanks (cylinder vertical with class top) hoisted and fixed in position, complete all as specified & directed by Engineer-in-Charge. 84 Supply & Fixing in repair sinks made of stainless steel 1mm thick kitchen or laboratory with plugs, washers and wastes; including bedding in cement mortar on to dwarf wall or including fixing cantilever brackets and connecting union to pipe, overall size 495mm x 420mm bowl size 410mm x 330mm x 160mm complete with waste coupling and waste pipes of suitable capacity, complete all as specified & directed by Engineer-in-Charge. 85 Supply & Fixing in repair 15mm bore stop valves/ Angle valve, cast copper alloy fancy type screwed down high pressure with crutch or butterfly handle screwed both ends for iron pipe or for unions, complete all as specified & directed by Engineer-in-Charge. 86 Supply & Fixing in repair 15mm dia CP two way angle valve fixed in pipe, complete all as specified & directed by Engineer-in-Charge. 87 Supply & Fixing in repair 20mm dia Stop valves / gate valve, cast copper alloy, screwed down, high pressure, with crutch or butterfly handle, screwed both ends for iron pipe or for unions and fixed, complete all as specified & directed by Engineer-in-Charge. 88 Supply & Fixing in repair Stop valves/Angle valves of size 15mm dia fancy type, chromium plated with long shank and cup (concealed type), screwed down, high pressure, with crutch or butterfly handle, screwed both ends for iron pipe or for unions and fixed, complete all as specified & directed by Engineer-in-Charge. 89 Supply & Fixing in repair Harrison rails (Curtain rod/drapery rod),anodised aluminium alloy, 20mm dia, bracket 2 Nos of each opening and side stopper fancy type of required shape and size, complete all as specified & directed by Engineer-in-Charge. 90 Supply & Fixing in repair Plate racks made out of 1mm thick Stainless steel, of size 750mm x 600mm x 250mm all as specified and directed (make of plate to be used shall be SAIL, IINDAL, SURAJ or equivalent as approved by GE), complete all as specified & directed by Engineer-in-Charge. 91 Roughening surfaces of old concrete floor by picking sweeping cleaning & washing down with water to remove dust etc., including removal of old treatment of any description and applying one coat of neat cement slurry @ 3.00 Kg/Sqm, complete all as specified & directed by Engineer-in-Charge. 92 Material & labour for 40mm thick Cement concrete type B-0, 1:2:4 (12.5mm graded aggregate) as in padding to roof slab and rendering 5mm thick in one layers on concrete surface cement sand mortar 1:3 using water proofing compound @ 3% by weight of cement finished even fair and smooth without using extra cement, complete all as specified & directed by Engineer-in-Charge.Note:- WPC will be measuredand paid separately. 93 Material & labour for providing APP based membrane course roof treatment in layers with following provisions:- (i) Applying one coat of bitumens primer polymerized primer oil based coat, evenly @ 0.3KG/Sqm as priming coat to the prepared surfaces, till the surfaces is properly impregnated and the solvent oil in the base primer shall be allowed to evaporated completely.(ii) Applying APP based pre-fabricated with non-woven polyester reinforced membrane stabilized with fibre glass strands and top with grey mineral slates 3mm thick and weight not less than 3.50 Kg/Sqm by torch application method.(iii)Applying a coat of solar reflective bituminous aluminium paint @ 0.10Kg/Sqm over mineral surface. 94 Supply only liquid water proofing compound, complete all as specified & directed by Engineer-in-Charge. 95 Material & labour for treatment of sunken floor slab comprising of the following specifications with and including demolition of sunken floors complete all as specified and directed: -(i) Cleaning the sunken/lowered portion of RCC slab surface (including vertical total depth plus skirting height) of floors by wire brush, chisel out any mortar sticking to the surface and brooming completely.Provision of 40mm thick avg PCC 1:2:4 type B-0 using 12.5mm graded aggregate as in padding concrete to achieve proper slope including cutting holes in bricks or RCC wall for spout.(ii) Rendering of uneven surfaces with 6mm thick Cement Mortar 1:4 mixed with and including integral water proofing compound Sika Plastocreat plus or equivalent make in Fosroc / Thremax as approved by GE @ 0.2% by wt of cement consumed including filling it with water to check dampness and seepage and where dampness / seepage is noticed, nozzles shall be fixed and grouting carried out. (iii)All junctions’ points of side wall where CI/GI/PVC pipes are passing through shall be sealed with epoxy putty Sika guard 694 F(I) or equivalent make in Fosroc / Thremax as approved by GE. (iv)After drying putty, wash the slab and sides of sunken portion with water and make it clear and clean. (v) Applying two coats of polymer modified cementious water proof coating with Sika Top seal 107 or equivalent make in Fosroc / Thremax as approved by GE in two coats @ 3kg/sqm to sandwiched with glass fibre reinforcement: Sika Fab-1 or equivalent make in Fosroc / Thremax as approved by GE over base coat as per manufacturers instruction to bottom and vertical sides up to finished floor level+100mm height.The thickness of two layer shall be 1mm.When the second layer is still sticky, coarse sand spray shall be carried for the vertical and bottom surface of the sunken portion. 96 (vi) Plaster the bottom and sides up to bottom of the skirting with minimum 20mm thick Cement Mortar 1:4 mixed with integral water proofing compound SIKA plastocreat plus or equivalent make in Fosroc / Thremax as approved by GE @ 0.2% by wt of cement consumed as per manufacturers specification including rounding of corners and in junctions sloping towards spout. (vii)All pipes laid in sunken portion shall be covered with 50mm thick PCC 1:3:6 all round after painting with anticorrosive paint.(viii) The sunken floor shall be filled with lean concrete 1:7:12. Note :- Test the water proofed area (ponding test) by filling water for at least 72 hours and tested for leakage seepage and to the entire satisfaction of GE. Test record for each sunken slab shall be maintained.The treatment shall be carried out by authorised applicators of chemicals. Cost of testing and all Material & labour is included in the rates quoted above. 97 Material & labour for weld-mesh of size 75mm x 75mm x 3mm to be wrapped on the exposed surface of rib of beam & on the slab bottom and tack welding to the exposed reinforcement at close intervals and applying Cement Mortar 1:3 all in complete as per the technical specifications and manufacturers instructions, complete all as specified & directed by Engineer-in-Charge. 98 Excavating in trenches, not exceeding 1.5 Metre wide and not exceeding 1.5 Metre depth for foundation, etc or not exceeding 10 Sqm on plan and not exceeding 1.5 Metre in depth for shafts, cesspits, manholes, pier holes, etc., and getting out in loose/soft soil, complete all as specified & directed by Engineer-in-Charge. 99 Returning, filling in excavated approved soil, including spreading, levelling, watering and well ramming in layers not exceeding 25cm each, complete all as specified & directed by Engineer-in-Charge. 100 Removing excavated soil not exceeding 50 Metre and depositing where directed at a level not exceeding 1.5 Metre above the starting point, complete all as specified & directed by Engineer-in-Charge. 101 Demolition and breaking up drain pipes (SGSW, AC or RCC) of internal dia 150mm, set in cement mortar, complete all as specified & directed by Engineer-in-Charge. 102 Material & labour for Concrete bed to drain pipes 150mm bore including packing under and hunching against the sides of pipes after they are laid and tested; in cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate, complete all as specified & directed by Engineer-in-Charge. 103 Material & labour for reinforced concrete pipes 150mm bore, class NP-2, laid and jointed complete with collars, laid in trenches and jointed, complete all as specified & directed by Engineer-in-Charge. 104 Material & labour for Cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate in foundations, filling and mass concrete including sub base of floors, complete all as specified & directed by Engineer-in-Charge. 105 Material & labour for Cement concrete 1:2:4 type B-1 using 20mm graded stone aggregate in surface channels and drains, complete all as specified & directed by Engineer-in-Charge. 106 Providing cement concrete 1:2:4 type B-1 using 20mm graded stone aggregate in cills, bed blocks, copings, bed plates, bond stones, etc including weathering, slightly rounded or chamfered angles and throating as directed including necessary form work, complete all as specified & directed by Engineer-in-Charge. 107 Supply & Fixing Joist, channel, angle, or tee sections, Fe-410-W (Gde- E-250) quality-B fixed independently, without connecting plates, etc., complete all as specified & directed by Engineer-in-Charge. 108 Material & labour including preparing new surface of steel of any desc over 10 cm width or girth and applying two coat of synthetic enamel paint over red oxide, complete all as specified & directed by Engineer-in-Charge. 109 Material & labour Machine cut kota stone slab 20-25mm thick rubbing and polishing, for Cup-board Shelves, complete all as specified & directed by Engineer-in-Charge. 110 Material & labour for PCC 1:2:4 type B-1 using 20mm graded stone aggregate as in filling in chowkhats, hold fast block etc., complete all as specified & directed by Engineer-in-Charge. 111 Chipping of loose/ damaged /cracked / previously repaired / delaminated or weak concrete by chieseling to expose the sound core concrete where-ever required and to expose rusted reinforcement upto depth not exceeding 50mm and disposal of rubbish off the premises to a distance not exc 50 mtrs including cleaning of reinforced concrete surface by air compressor, complete all as specified & directed by Engineer-in-Charge. 112 Supply and apply of rust remover cum passivator to remove rust from existing reinforcement by using product: Rustoff-100 of Sika or equivalent make in Fosroc/ Thermax as approved by GE, with density 1.01 Kg/ltr at 30 degree celsius and consumption : 0.2 Kg/Sqm/coat, complete all as specified & directed by Engineer-in-Charge.Note: The mtrl to be applied thoroughly on exposed rebars only with the help of a brush of suitable size. The area will be measured as length of bar x two times the dia of bar). 113 Supply and apply a cement based polymer modified rebar corrosion protection system to existing reinforcement using cement based polymer modified rebar corrosion protection system with consumption : 3.75 kg/Sqm for two coats and Product requirements: carbonation resistance: 2mm of Sika Top Armatec®-108 of Sika or equivalent make in Fosroc / Thermax as approved by GE corresponds to 20mm of normal mortar; bond strength > 1N / Sqmm according to ASTM C 882-78, complete all as specified & directed by Engineer-in-Charge.Note: The mtrl to be applied thoroughly on exposed rebars only with the help of a brush of suitable size. The area will be measured as length of bar x two times the dia of bar) 114 Material & labour for Providing, mixing & applying two component Epoxy resin concrete Bonding coat on prepared RCC surfaces as per manufacturers specification including preparation of surface thoroughly and cleaning complete where-ever required with using Product: Sikadur ®-32 LP of Sika or equivalent in Fosroc / Thermax as approved by GE with Consumption: 0.4 kg/Sqm and Product requirements: Complies with ASTMC 881-78, Type II Grade 2 Class B+C, complete all as specified & directed by Engineer-in-Charge. 115 Material & labour for providing by mixing and trowel application of prepacked, light weight, two component structural grade polymer modified fibre reinforced thixotropic cement mortar Sika Monotop 122F of Sika or equivalent make in Fosroc / Thermax as approved by GE at an average thickness exceeding 10mm and upto 25mm to the prepared concrete surface in soffit of slabs, beam, columns, parapets, fins and facias at any height, including finishing of applied Polymer mortaras per the technical specifications and manufacturers instructions, complete all as specified & directed by Engineer-in-Charge. 116 Supply and apply a ready to use non shrink, cementitious free flow micro-concrete (<100 mm) using Product: SikaRep ® Microcrete-4+ adequate coarse aggregate, Yield: approx 17 Ltr/bag (30 Kg) (depending on the size and quantity of coarse aggregate added), Product : SikaRep ® Microcrete-4orequivalent make in Fosroc / Thermax as approved by GE, Product requirements: compressive strength > 60 N/Sqmm (28 days) according to ASTM C 1107-99, complete all as specified & directed by Engineer-in-Charge. Note: 1 Providing and erecting hydraulic & manual steel props upto full height, braced at centre, resting on wedge and block to support the structure provisionally during repair work. This is not paid separately.Note: 2 Providing and fixing water tight centering and shuttering including bolting, strutting, propping etc. including removal of form work from column, beam etc. complete as per site requirement. This is not paid separately. 117 Material & labour Mild CRS TMT bars 10mm 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 0.9mm dia or securing with clips, complete all as specified & directed by Engineer-in-Charge. 118 -ditto- all as per item No.115 above, but 6mm to 8mm dia. complete all as specified & directed by Engineer-in-Charge. 119 -ditto- all as per item No.115 above, but 5mm dia and over upto 10mm dia as in stirrups, spacers and binders, complete all as specified & directed by Engineer-in-Charge. 120 Supply & Fixing in repair Grating doom 100mm dia of PTMT (Minimum weight 25gms), complete all as specified & directed by Engineer-in-Charge. 121 Schedule A E/M 122 Taking down carefully copper /aluminium point wiring (light, fan, socket or power point) complete, including fixture and fittings such as switches, ceiling roses, pendants, regulators, socket, light fitting etc. removing materials to store for keeping in safe custody or for taking credit (credit for above items should be made as per condition separately) and making good distribution surfaces of walls, floors, etc., complete all as specified and directed by Engineer-in-Charge. 123 Taking down unserviceable sub main wiring of any size and including PVC conduit and accessories & removing from site, complete all as specified and directed by Engineer-in-Charge. 124 Taking down electric connections and taking down old unserviceable MCB SPN/SP/TPN/MS, DBs etc., of any capacity, complete all as specified and directed by Engineer-in-Charge. 125 Point wiring complete with 1.5 sqmm single core PVC insulated but unsheathed multi-stranded copper conductor FRLS cable 650/1100 Volts grade drawn through and including non-metallic rigid PVC heavy duty concealed conduit (minimum 20mm dia external) but shall be increased as per actual site requirement in accordance with clause 19.125 of SSR part- I ISI marked with wall thickness not less than 1.8mm including conduit accessories like bends, tees, junction boxes etc., fixed concealed/ recessed in wall or ceiling etc., including 1.5 sqmm PVC insulated but unsheathed multi-stranded copper conductor FRLS cable as earth continuity wire including modular type metal flush box with cover plate and frame of required modules for mounting of modular switches, sockets, switch sockets, fan regulators with required modules all as specified etc for the following:- 126 One light point controlled by one, one way switch 127 One fan/Exhaust point controlled by one, one way switch 128 One bell/ buzzer point controlled by one push button on the same board with other switches or independent with cables 1.5 sqmm size 129 One 3 pin 6 Amps socket outlet on same board 130 One 3 pin 6 Amps socket outlet on independent board. 131 Material & Labour for Point wiring complete with 2.5 Sqmm single core PVC insulated but unsheathed multi-strand copper conductor FRLS cable 650/1100Volts grade conforming toIS-694 drawn through PVC conduit (minimum 20mm dia (external) but shall be increased as per actual site requirement in accordance with clause 19.125 of SSR Part I) ISI marked with wall thickness not less than 1.8mm heavy duty including conduit accessories concealed pressed steel terminal boxes of size cover white/coloured including 2.5 Sqmm PVC insulated but unsheathed copper conductor FRLS cable as earth continuity wire for one 3 pin 15 or 16 Amps socket outlet on independent board, including modular type metal flush box with cover plate and frame of required module for mounting of modular switches, sockets, switch sockets with required modules, complete all as specified and directed by Engineer-in-Charge. 132 Material & Labour for Point wiring complete with 4 Sqmm single core PVC insulated but unsheathed multi-strand copper conductor FRLS cable 650/1100 Volts grade conforming toIS-694 drawn through PVC conduit (minimum 20mm dia (external) but shall be increased as per actual site requirement in accordance with clause 19.125 of SSR Part I) ISI marked with wall thickness not less than 1.8mm heavy duty including conduit accessories concealed pressed steel terminal boxes of size cover white/coloured including 4 Sqmm PVC insulated but unsheathed copper conductor FRLS cable as earth continuity wire for one 3 pin 15 or 16 Amps socket outlet on independent board, for AC Point including modular type metal flush box with cover plate and frame of required module for mounting of modular switches, sockets, switch sockets with required modules, complete all as specified and directed by Engineer-in-Charge. 133 Supply and fixing modular switch 1 way, 6 Amps, 1 module (ISI marked), complete all as specified and directed by Engineer-in-Charge. 134 Supply and fixing modular switch 1 way, 16 Amps, 1 module (ISI marked), complete all as specified and directed by Engineer-in-Charge. 135 Supply and fixing modular socket, 6 Amps, 2/3 pin combined 2 module (ISI marked), complete all as specified and directed by Engineer-in-Charge. 136 Supply and fixing modular socket, 6/16 Amps, 2/3 pin combined 2 module (ISI marked), complete all as specified and directed by Engineer-in-Charge. 137 Supply and fixing modular fan regulator, 120 watt, 2 module (ISI marked), complete all as specified and directed by Engineer-in-Charge. 138 Supply and fixing ceiling rose, surface Bakelite, 65 x 17 mm three terminals (ISI Marked), complete all as specified and directed by Engineer-in-Charge. 139 Supply and fixing Buzzer, Ding dong, AC 230Volts single pole, complete all as specified and directed by Engineer-in-Charge. 140 Supply and fixing Modular Bell push 6A 1 module, complete all as specified and directed by Engineer-in-Charge. 141 Supply and fixing in repair of wall mounted LED Tube light fitting 1 x 20W LED (6500K), 4 feet, Sleek and seamless profiled extruded aluminium batten with an efficient diffuser to illuminate work, including making connections with 2 core flexible copper wire 0.50 Sqmm from ceiling rose after fixing fitting, complete all as specified and directed by Engineer-in-Charge.Make Philips - Cat Part No- BN100C LED40S-6500 PSU L120 GR or equivalent to Wipro/GE lighting or equivalent make mentioned in Appendix ‘B’ 142 Supply and fixing in repair of wall mounted LED Tube light fitting 1 x 10W LED (6500K), 2 feet, Sleek and seamless profiled extruded aluminium batten with an efficient diffuser to illuminate work, including making connections with 2 core flexible copper wire 0.50 Sqmm from ceiling rose after fixing fitting, complete all as specified and directed by Engineer-in-Charge.Make Philips -Cat Part No BN 021 LED12S 6500 PSU GR or equivalent to Wipro/GE Lighting or equivalent make mentioned in Appendix ‘B’ 143 Supply and fixing in repair of LED 25 Watts (5700K) Bldg Security light fitting, and including with GI Pipe 32 mm dia bracket with connected with 2 core flexible copper wire 0.50 Sqmm from ceiling rose after fixing fitting in position at site, complete all as specified and directed by Engineer-in-Charge.Make: Wipro Cat No LR02-291-XXX-57-XX /Philips / Havells /CG or equivalent make mentioned in Appendix ‘B’ 144 Taking up & down Ceiling Fan, dismantling of fan (1200mm sweep) motor, cutting of burnt winding of rotor and rewinding with same gauge copper wire winding with insulated material, replacement of 2.5mfd capacitor and re-assembling. including painting of fan and blades, complete all as specified and directed by Engineer-in-Charge. 145 Supply and fixing exhaust fan made of sturdy Engineering plastic complete with louvers shutter, voltage 230V, 50 Hz, RPM 1200, Copper winding of sweep 250mm, complete all as specified and directed by Engineer-in-Charge.Note: Cutting of wall of appropriate size of fan and making good in cement 1:3 or cement concrete 1:2:4 type B-1 as depth of cut required and finishing properly to match the surfaces to fix the Exhaust fan is inclusive job in each of item. 146 Supply and fixing exhaust fan, steel body AC single Phase. 230V of size 300m sweep with, blades, and frame and louvers, complete all as specified and directed by Engineer-in-Charge.Note : Cutting of wall of appropriate size of fan and making good in cement 1:3 or cement concrete 1:2:4 type B-1 as depth of cut required and finishing properly to match the surfaces to fix the Exhaust fan is inclusive job in each of item. 147 Supply and fixing electric water heater, storage type with inner tank and heating element upto 2 KW capacity 25 litre, BEE 5 star and above rated complete with all accessories such as safety valve, thermostat, NRV, with Anchor fasteners of suitable size and including Flexible hot/cold connection Pipe -02 Nos, complete all as specified and directed by Engineer-in-Charge. 148 Supply and fixing conventional single phase two wire dual source prepaid energy meters BIS 15884 marked in existing meter board / floor with pre-payment capacity touch keypad based digital having current range 10-60 Amp 240 Volt accuracy class 1.0 along with parallel home display split unit with inbuilt load control switch containing provision for TOD and RTC, inbuilt feature to sense the DG mode through PLSI, dual source registration wrt grid as well as DG supply and dynamic load allocation facility from grid and DG, capable to define for tariff slabs, happy hours and holiday definition, complete all as specified and directed by Engineer-in-Charge. 149 Supply and fixing in repair distribution Board cum Meter box wall mounting type of size 980 X 950 X 330mm (minimum) fabricated from polycarbonate sheet, IP 54 cimpartmentalised design, indoor/wallmounting, Cable gland of suitable size prewired and comprising of following :-(a) MCCB cap 100 Amps, 4 Pole, 25 KA - 01 No.(In Coming)(b) MCB SPN 32 Amp, 10 KA - 08 Nos (Out Going)(c) Terminal for distribution (d) 08 Nos of cubical for housing single phase meter(e)06-32Amp SP MCBs-02. All as specified and as directed. Make Hensel or Equivalent 150 Material & Labour for sub mainwiring with two single core 2 x 6 Sqmm PVC (FRLS) insulated multi-strandedflexible copperconductorcable 660/1100 volts grade downin through including Concealed PVC Conduit with all accessories, PVC insulated 1 x 6 Sqmmsinglecore singlestrand copperconductoras continuous earth wire in greencolour connected to commonearth dolly, complete all as specified and directed by Engineer-in-Charge.Note : 1.Two runs ofcable, one run of earth wire, one run of PVC conduit will be measured and paid one unit. 151 Supply & Fixing Sheet metal enclosure (factory made) double door for distribution board (when MCBs are to be used) Single pole neutral 240 V, 12 ways with 200 Amp rated bus bar connection with suitable size of thimbles, complete all as specified and directed by Engineer-in-Charge. 152 Supply and fixing amp rating 240V, 10KA C curve miniature circuit breaker (MCB) SPN 32Ampcurrent carrying capacity in the MCB DB complete with connection testing and commissioning, complete all as specified and directed by Engineer-in-Charge. 153 Supply and fixing 240V, 10 KA B curve miniature circuit breaker (MCB) of single poles and current carrying capacity 5 to 32 AMP, in the MCB DB Complete with connection testing and commissioning, complete all as specified and directed by Engineer-in-Charge. 154 Supply and fixing Modular Motor starter 16A capacity, 02 Module with metal flush box, cover plate of required module for ACs, complete all as specified and directed by Engineer-in-Charge.Make Legrand Cat No 681166 C&S/Anchor or or equivalent make mentioned in Appendix ‘B’ 155 Material & Labour Earthing for poles and other machinery/eqpt using GI strip as earth lead and MS galvanized steel earth plate electrode 60cmx60cmx 6 mm thick buried directly in ground (earth pit not less than 2.25 mtr deep below ground level) with top edge of the plate is not less than 1.5 mtr below normal ground level connected to galvanized iron strips 32x6mm as Earthing lead with GI pipe, nuts, bolts and washers complete upto and including test point made out of 40x3mm GI flat, PCC pit of required size in PCC 1:2:4 type B1 and RCC cover with frame, charcoal, common salt 15cm at round the earth plate watering pipe 20mm med grade/galvanized and 40mm dia GI pipe light grade for GI strip protected steel with funnel complete all as specified and directed as shown in electrical plate No 3 of SSR Part-I 2009, including taking down old unserviceable earthing, complete all as specified and directed by Engineer-in-Charge. 156 Supply and laying of XLPEinsulated and PVC armoured heavy duty 1100 volt grade electric LT UG cable with aluminium conductor ofsize 50 Sqmm 3.5 Core laid in trenches/along the wall/pole including making good the disturbed surfaces of walls/floor etc., all connections, including taking down old unserviceable Cable, complete all as specified & directed by Engineer-in-Charge. 157 Supply and laying 50 /38mm Double Walled Corrugated (DWC) Pipes having corrugation on the outer wall and plain surface on the inner wall confirming to IS14930 (Part-II) for protection of UG cables, laid in trenches/ road/ drain or fixed along wall, poles or laid under floor, including taking down old unserviceable DWC pipe, complete all as specified & directed by Engineer-in-Charge.Make : Rex / Poly/ Gemini 158 Material & Labour for cutting existing road/hard standing not exc 45cm x 45cm in wide & depth getting out excavated material for laying cable/GI tube, returning filling & well ramming wateringfinish surface 10 cm from top using PCC 1:3:6; including removal of surpluses soil, complete all as specified & directed by Engineer-in-Charge. 159 Cutting the 50mm bore CI/DI pipes and reducing the required length before laying for inserting of new CI specials such as Tees/Reducers/Tail pieces/collers/sluice valve/Air release valve etc., complete all as specified and directed by Engineer-in-Charge. 160 Supplying and laying of CPVC pipes of 40mm dia SDR 11 & Plain CPVC SDR 11 fittings in trenches & fitting on walls, ceiling or floors, including taking down old unserviceable CPVC Pipe, complete all as specified and directed by Engineer-in-Charge. 161 Supplying and laying of CPVC pipes of 25mm dia SDR 11 & Plain CPVC SDR 11 fittings in trenches & fitting on walls, ceiling or floors, including taking down old unserviceable CPVC Pipe, complete all as specified and directed by Engineer-in-Charge.. 162 Supply & fixing in repair CPVC ball valve of 40mm dia., complete all as specified & directed by Engineer-in-Charge. 163 Supply & fixing in repair CPVC ball valve of 25mm dia., complete all as specified & directed by Engineer-in-Charge.
Contract Date: Nov 07, 2025 Contract Value : ₹ 43.32 Lakh
Statutory Bodies & Commissions/Committees No of Bidders 5
Gujarat View Result →
25.
Defence #8225694 AOC
Tender For Special Repair To Certain Smqs At Af Stn Jaisalmer; 1 Taking downdoor chowkats or frames exc.1.5sqm but nexc 4 Sqm each with shutters (without taking off shutters from the frame). 2 Taking down door shutters of any description of area exc 1Sqm & n.exc 2 Sqmcomplete all as specified and as directed. 3 S&F for 2nd class hard wood plain, framed , paneled shutters 35mm thick (two panel) with lock rail and panel of 9mm B.W.P commercial ply or 12mm veneered particle board with commercial veneering on both faces. The size of rail and stile as per IS 1003 (part-I) , kiln seasoned and chemically pressure treated complete 4 S&F for2nd class Hard wood glazed/skeleton shutters 35mm thick open rebated prepared to receive glass, gauze etc devided in squares with plain, chamfered or rounded, mitred and rebated sash bars any number with plain, chamfered or rounded, mitred and rebated beads for securing glass gauze etc. complete all as specified and as directed. 5 M&L for PCC typeB-0, 1:2:4 using12.5 mm graded stone aggregates as in bands, bed blocks, fixing hold fasts, filling of door frames etc complete incl necessary formwork all as specified. 6 Taking down doorchowkats or frames n. exc.1.5sqm each with shutters (without taking off shutters from the frame). 7 S & Ffor solid PVC door frame of size 50 x 47 mm made out of 5 mm th rigid PVC foam sheet reinforced with MS sq tube as per specification complete 8 S&F for Factory made solid panel PVC door shutter30 mm thick (style)consisting of frame made out of MS tubes for top & bottom rails MS frame shall be convered with heat moulded plain colour PVC `Cchannel having a PVCsheet strip of 20 mm width stuck inside with solvant cement for stiles and plain colour PVC sheet top rail, lock rail and bottom rail on either side and as gap insert of top rail and bottom rail; paneling of plain colour PVC sheet to be fitted in the MS frame welded/sealed to the stiles and raials with suitabale PVC sheet beading, and jointed together with solvant cement, andS&Fin the frame at side as per specification and drawing. 9 Taking down steel window frames n. exc.1.5sqm each with shutters (without taking off shutters from the frame). 10 S&F forPowder coated aluminium (minimum thickness of powdercoating 50 micron) frame/shutter work for doors, windows, ventilators and partitions (Fixed portions) 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 roller for sliding window, handle, locking device, 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. 11 S&F for expanded metalmesh Anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm 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. 12 S & F for 5 mm thick Figured glassand fixed to aluminium Ventilationin square exc 0.5 sqm in each pane complete all as specified and as directed. 13 S & Ffor 4.8 mm thick sheet glass, selected quality and fixed to aluminium door/window in square exc 0.5 sqm in each pane complete all as specified and as directed. 14 S&Ffor Stainless steel (Grade S 304) wire cloth 0.36mm nominal dia of wire and average width of aperture1.4mm and fixed with stainless steel wire staple fixed with aluminium beading etc complete all as specified and as directed. 15 S&F in repairs stainless steel wire cloth, 0.36mm nominal dia of wire and average width of aperture 1.4mm fixed to steel windows / wooden doors fixed with GI wire staplesall as specified & directed 16 S&F for100mm long Butt hinges, extruded stainless steel hinge pin anodisedand fixed type B-21 17 S&F for 200 mm sizealuminium anodised barrel tower boltof extruded section . 18 S&F in repair Aluminium anodised barrel tower bolt of extruded section of size 150mm. complete all as specified and as directed. 19 S&Ffor 300 mm Aluminium alloy, anodised, sliding door bolts with hasp, staple (bolt type) & fixing clip of sheet, cast or extruded section and fixing bolts and sliding bolts of extruded sections or cast-aluminium alloy and fixed. 20 S&F in Repair 300 mm long ordinary rat rail rod pattern springs including roller and roller plate complete 21 S&Ffor 300 mm long ordinary rat rail rod pattern springs including roller and roller plate complete 22 S&F foraluminum anodized handle cast type 150mm size 23 S&F in repairs extruded Aluminium alloy handle fabricated type, anodised of size 150mm. complete all as specified and as directed. 24 S& F for MShold fastsand similar small articles conforming to Fe 290 Gde-E-165 25 S&fin reapir curtain rod /rail with drapery rod stainless steel fancy type 25 mm dia including bracket , etc complete all as specified and directed complete 26 Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing) complete all as specified and directed. 27 M&L fornon skid coloured ceramic tiles 7 to 8mm thick (square/rectangular) area of each tile exceeding 0.11 but not exceeding 0.18 sqm, in floors etc over and including 15 mm thick screed bedding in CM 1:6 set and jointed in neat cement slurry and pointed in white or coloured cement to matchthe surfacecomplete all as specified and directed. 28 M&L fornon skid coloured ceramic tiles 7 to 8mm thick (square/rectangular) area of each tile exceeding 0.06 but not exceeding 0.11 sqm in floors etc over and including 15 mm thick screed bedding in CM 1:6 set and jointed in neat cement slurry and pointed in white or coloured cement to matchthe surfacecomplete all as specified and directed. 29 M&L for (300mm x450mm) x 6 to 7 mm thick colouredglazedceramic tiles as in skirting/dado etc over and including 15mm thick bedding layer in CM 1:4set and jointed in neat cement slurry and pointed incoloured cement to match the surfacecomplete all as specified and directed. 30 Demolition of Stone slabs and tiles laid bedded and pointed in any mortar of any description or any thickness in floors, aprons etc.complete all as specified and directed 31 M&L for20mm thickMachine cut Kota stone slab flooring for riser of steps,skerting ,dado etc.over incl 15 mm thick cement mortar 1:6 screed bed or bedding layer and jointed with grey cement slurry mixed with pigment to match the shade of the slab incl rubbing and polishing etc complete 32 All as per item aboveno 31but as in skirting / dado incl 10 mm thick rendering in cm 1:4. 33 M&L for20mm thick Granite (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, over and including cement screed bed in CM 1:6laid and jointed in grey cement slurry mixed with pigment to match the shade of slab including rubbing and polishingcomplete necessary cutting, notching etc for sink. 34 M&L for Rounding to edges of stone slabs one edge such as in steps,cooking platform, window cill and other similer situations 35 Demolition of Reinforced cement Concrete of any description and in any position not otherwise specifically provided for and removing the debries to distance not exc 50 m from site all as directed. 36 M & Lfor reinforced Cement concrete in 1:2:4 type B1 using 20mm graded aggregate as in chajjas, balcony, roof pojection, slab supported on wall , etc all as specified. 37 M&L for Mild steel TMTbars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends as binding with and including mild steel wire (Annealed) not less than 0.9mmdia or securing with clips 38 Use and waste of fair finished flat form work to soffits of suspended slabs such as roof slabs, floor slabs, cooking plateform and similar worknot exc. 200 mm thick. 39 Use and waste of rough finished form work to edge of concrete slabs, breaks in floors, etcexc 5 cm but not exc. 10 cm wide 40 Taking up or down steel tubing and connections 15mm bore complete all as specified and directed. 41 Taking up or down steel tubing and connections 20mm bore complete all as specified and directed. 42 Taking up or down steel tubing and connections 25mm bore complete all as specified and directed. 43 Refixing 20 mm old steel tubing and connections, including cleaning for refixing or removal to store 44 Refixing 25 mm old steel tubing and connections, including cleaning for refixing or removal to store 45 S&Fforsteel water tubing `medium grade’ galvanized 15 mm bore with all fittings and fixed complete to walls and ceiling concealed and joints fixed with adhesive complete all as specified & directed. 46 S&F for steel water tubing `medium grade’ galvanized 20 mm bore with all fittings and fixed complete to walls and ceiling concealed and joints fixed with adhesive complete all as specified & directed. 47 S&F forsteel water tubing `medium grade’ galvanized 25 mm bore with all fittings and fixed complete to walls and ceiling concealed and joints fixed with adhesive complete all as specified & directed. 48 M &L for Cutting chases, 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 wiring, etc., and making good, cutting not exc 10 cm girth in Brick /stone wall. 49 S & F in repair 20 mm dia Gun Metal, globe or Gate Valve with Iron wheel head Screwed both ends for Iron Pipe and fixed. 50 S & Fin repair 25mm dia Gun Metal, globe or Gate Valve with Iron wheel head Screwed both ends for Iron Pipe and fixed. 51 Dismantling existing watertanks of capacity exc 500 & n.exc 1000 ltrs lowering from its position and removal to store. complete all as specified and directed. 52 S&F for rotationalmoulded polythylene water storage tanks 1000 ltr capacity(cylindrical vertical with closedtop ) hoisted and fixed in position complete with ball valve of high pressure of PTMT with epoxy coated aluminium rod and high density plastic ball and screwd for iron pipe 20mm bore omplete allas specified and directed. 53 Taking down cement plaster of any description, on brick or stone walls etc. including raking out joints, hacking for key, scrubbing down with water etc complete. 54 M & Lfor 10 mm thick rendering in cement mortar 1:6 on stone masonry surfaces or other than of fair faces of brick or concrete surfaces, finished even and fair complete. 55 M&L for rendering 15mm thick on fair faces ofbrick or concrete or stone wallsurfaces in cement mortar 1:4 mixed with WPC @ 3% by weight of cement contentcomplete all as specified and directed. Note:-Water proofing compound shall be measured and paid separately. 56 M & Lfor rendering 5 mm thick on uneven faces of concrete surfaces in ceilings in cement mortar 1:3 and finishedevenand smooth without using extra cementcomplete all as specified and directed. 57 Demolition of brick work or stone/boulder/Block masonry, built in cement mortar including all quoins, pillars etc. 58 M&L for precast cement concrete solid blocks ( 1:3:6 ) type C-I (using 20mm graded stone aggregate) exc 10cm in width as in block masonry built in CM 1:6 etc complete all as specified. 59 Dismantling of existing water proofing treatment,concreteworks of any location up to existing RCC slab by chiesling,drilling,scraping etc.complete all as specified and directed. 60 M&Lfor cutting out cracks to V-section in existing roofs or terracing ,cleaning out ,wetting,grouting with cementand sand slurry1:3 61 M&L for 20mm thick cement screed in cement mortar 1:4, including finishing even and smooth with out using extra cement mixed with water proofing compound @3% by weight of cement over cleaned roof surface, as in grading to RCC roof surface,complete all as specified.Note -Water proofing compound shall be measured and paid separately. 62 Supply only integral water proofing compound complete all as specified and directed 63 M&L forapplying evenly one coat of binding material using blown type bitumen confirming to IS-702 Grade 85/[email protected] kgover one coat of cold bituminous oil based primer (IS:3384)(as approved by Engineer -in -charge)@ 250 gm/sqm over plaster surfacesincluding cleaning surfaces of complete all as specified. 64 M&Lfor APP based polymeric membrane minimum weighing 3kg/sqm and minimum 3mm thick reinforced with polyster non wove fabric (wt. not less than 150 gms/sqm)land on primed surface byLPG torched forched application complete all as specified. 65 M&L for Preparation of Roof treatment surface and applying two coats of Aluminium Paint on Roof Slab complete all as specified and directed. 66 Demolition of cement concrete (unreinforced) in any position n.exc 15cm thickness (below or above ground level) complete all as specified and directed. 67 M & L forPCC (1:2:4) type B-O using 12.5mm graded stone agg as in Roof padding,water tak staging or similar work compl all as specified & directed 68 M&L for preparing new plaster surfaces and applying 1mm thick ready mixed wall putty on entire surface of wall etc cutting and finishing with appropriate sand paper and applying two coat of oil bound distemper(White or tinted) over one coat of primer after smoothening of surfaces complete of wall 69 M&L for complete removal of existing treatment, filling up undulation and applying 1 mm thick readymixed wall putty on entire surface of wall etc cutting and finishing with appropriate sand paper and applying two coat of oil bound distemper(White or tinted) over one coat of primer after smoothening of surfaces complete of wall 70 M & L for prepariation of old surfaces by washing, rubbing down and stopping of painted surfaces and applying one coats of cement base paint (tinted) on surfaces of walls any colour as approved by GE. 71 M & L for prepariation of new plastered surfaces and applying two coats of cement base paint over a coat of alkali resitant primer on surfaces of walls any colour as approved by GE. 72 M & L for prepariation of new plastered surfaces and applying three coats of white wash on surfaces of ceiling. 73 M & L for prepariation of old plastered surfaces and applying three coats of white wash on surfaces of ceiling. 74 M & L for prepariation of old treated surfaces and applying two coats of white wash on surfaces of wall 75 M&L Two coat of synthetic enamel painting on new wooden surfaces exc 10cm width or girth over a one coat of pink primer incl preparation. 76 M&L for preparation of old painted wooden surface or wood based materials of any description, not otherwise described, over10 cms widths or girth and applying one coat of synthetic enamel paint complete all as specified. 77 M&L for preparation of new steel surface of any description over 10 cm width or girth and applying two coat of synthetic enamel paint over a coat of Red oxide primer complete all as specified. 78 M&L for preparation of old painted steel surface of any description over 10 cm width or girth and applying one coat of synthetic enamel paint complete all as specified. 79 Taking down existing sunken portion treatment by demolition of old concrete and carry out the sunken treatment as in following steps given below complete all as specified and directed (a) S&F drainage spout pipe GI 40 mm dia bore light grade up to outside of outer wall (appx 450 mm dia to 600 mm long)(b) M&L for PCC 1:1:5:3 type B-O( using 12.5 mm graded stone aggregate ) 50 mm thick laid in slope towards drainage out spout pipe mixed with Water proofing chemical as per manufacturer instructions of MAKE : FOSROC/SIKA/PIDILITE/STP.Khurra 150mmx150mm (min) at appropriate location for free flow of leaked water if any drainage spouts shall be provided integrallywhile laying PCC. fixing of spout shall be done with same PCC as in this item. (C)M&L 18 mm thick cement plaster in CM 1:3 on vertical faces mixed with water proofing chemical of MAKE:301 Pidicrete URP of Dr Fixit or other techno commercially Equivalent make of SIKA /PIDILITE/ FOSROC/STP. 80 S&F in repair water closet vitreous china squatting pan Orissa pattern of size 580x440mm white with integral foot rest front/back inlet (excluding flushing cistern and flush pipe) including provision of cement concrete bedding in PCC (1:5:10) type E2 and making good to disturb surface. 81 S & F in repairs wash hand basins, vitreous china( flat back) white of size 550mm X 400mm including cutting for and pinning in ends of brackets or erecting standincluding waste fitting, brass chromium plated 32 mm size with long screwed shucks and fly nuts and including PVC discharge pipe as specified. 82 S&F in repair PVC 10 Ltrs valve less, syphonic action type, flushing cistern, low level, white, with inlet, ball valve, float and handle including brackets complete with flush pipe etc. ISI approved complete all specified and directed. 83 S & F in repair Sinks with drainage board made of stainless steel 1mm thick kitchen or laboratory with plugs, washers; including waste coupling with pipe, bedding in cementmortar to dwarf wall or including fixing cantilever brackets and connecting union to pipe over all size 915 mm x 460mm bowl size 410mmx330mmx160mm 84 M&L as in repair kitchen stainless steel plate rack thickness 1.0mm overall size 600x900mm . 85 S & F in repair 15 mm bore fancy type chromium plated bib taps, cast copper alloy, with crutch or butterfly handle, screwed down, screwed for iron pipe or for brass ferrule. 86 S & F in repair fancy type chromium plated 15 mm bore angle cock, cast copper alloy screwed down high pressure with crutch or butterfly handle screwed both ends for iron pipe or for unions. 87 S & F in repairs fancy type chromium plated with long shank and cup (Concealed type) 15 mm bore Stop valves, cast copper alloy screwed down high pressure with crutch or butterfly handle screwed both ends for iron pipe or for unions. 88 S & F in repair PVC connections suitable for 15 mm dia pipe with PTMT nut of length 600 mm. 89 S & F in repairs Chromium plated shower rose size 120 mm dia and round shape incl fixing to steel pipe or union complete all specified. (Make : OHS -1779). 90 S&F for 600mm x 450 mm bevelled edge mirror of selected quality glass, mounted on 6 mm thick AC building board or commercial plywood and fixed to wooden plugs with chromium plated brass screws and cup washers. 91 S&F in repair sheet glass shelf assembly consisting of 5.5mm thick glass corner shelf 12cm wide with fixing chromium plated bracket, guard and railing 55/56cm long complete. 92 S & F in repair brass chromium plated tubular towel rail, 20 mm dia., D Type, 60 cm long between flanges. 93 M&L for cutting holes into or through brick/stone walls built in cement mortar (nexc 400mm thick), superficial area exc 400 Sqcm nexc 0.10 Sqm and making good in cement mortar 1:3 or PCC 1:2:4: type B-1 as required. 94 S & F in repair PVC (SWR) floor trap of 75 mm outlet plain with grating including jointing with solvent cement. 95 S&F in repair PVC (SWR) 110 mm dia pipes single socketed in any length with rubber ring joints laid in trenches/floor or fixed to wallsincluding digging and making good as existing. 96 S&F in repair 110mm dia PVC (SWR) bend any radius with access door 97 S&F in repair 110 mm PVC (SWR) Junction single (Single T) equal or unequal with access door 98 S&F in repair 110mm dia PVC (SWR)vent cowl. 99 S&F in repair PVC (SWR) 75 mm dia pipes single socketed, in any length with rubber ring joints,laid in trenches/floor or fixed to wallsincluding digging and making good as existing. 100 S&F in repair 75 mm PVC (SWR) Junction single (Single T) equal or unequal with access door . 101 S&F in repair 75mm dia PVC (SWR) bend any radius. 102 S&F in repair 75mm dia PVC (SWR) bend any radius with access door. 103 S&F in repair Stack clamps out of 50 mm by 5 mm flat iron and 16 mm dia round iron stays.including bolts and nuts and securing ends of stays to wall or roof in dia 110mm pipe complete all as specified 104 S&F in Repair Stack clamps out of 50 mm by 5 mm flat iron and 16 mm dia round iron stays.including bolts and nuts and securing ends of stays to wall or roof in dia 75 mm pipe complete all as specified 105 M&L for salt glazed stone ware gully trap size 150x150mm, square,type P including setting and jointing to drains with cement mortar 1:1 and CI grating including demolition of existing traps complete all as specified and directed 106 M&L in repairBlock boards, grade 2 quality, interior grade, decorative type with decorative face veneer on one face, fixed with screws to timber frame work in cup board shutters, partitions, shelves, cupboard drawers,cabinet, pelmet boxes and similar work . 107 S & Ffor hasp and staple of size 100 mm, safety type, aluminium anodised with mild steel hinge pinincluding bolt to hing plate and fixed with screws. 108 S & F forContinuous (piano) hinges, mild steel, bright finish or electrogalvanised Width of flaps (when open) 30 mm 109 S&F forstainless steel Magnet door catcher of superrior quality all as specifiedand directed. 110 S&Ffor 125 mm Extruded brass handles,fabricated type polished. 111 Dismantling wrought iron or mild steel work of any description not otherwise provided for balcony railing,etc 112 S & F formild steel work in framed work such as chowkhats, frames for chajjas, grills, gratings,framed guard bars etc. with ends of bars shouldered and/ or riveted, or forged into spikes, and in ladders,railings, frame of water tank etc.and similar work confirming to Fe- 290 Grade E-165. 113 Demolition of cement concrete (unreinforced) in ground floors and pavings n exc 15cm thickness (below or above ground level) complete 114 M&Lfor Cement concrete 1:3:6 type C2 (40 mm graded stone aggregate) 75 mm thick in plinth protection and provided joints 10 mm wide & full depth at 3 m distance and every change of direction filled with sand and bituminious mix 1:3 complete all as specified and directed. 115 M&L for PCC 1:4:8, type D-2 (using 40 mm graded stone aggregate) as in gully trap foundation filling and mass concrete all as specified and directed by Engineer-in-Charge. 116 M & L for 100 mm thick Cement concrete type D 2, 1:4:8 (using 40 mm graded granite stone aggregate) in sub base of flooring/hard standing finished even and fair surfaces. 117 M&L for cement concrete 40mm thick1:2:4 type B-1, using 20mm graded stone aggregate as in floors and drain finishing the surface even and smooth with using extra cement complete all as specified and directed. 118 Excavating in trenches n exc 1.5m wide and n exc1.5 m in depth for foundation etcfor shafts, wells, cesspits,manholes, pier holes, etc. nexc 10 sq m on plan and n exc1.5 m in depth and getting out hard/soft soil complete all as spd and dir. 119 M&L for PCC 1:4:8 type C2 using 40mm graded crushed stone agg in fdn, filling and mass concrete complete all asand dir. 120 M&L forPCC1:2:4 typeB-1 (using 20mm graded stone aggregate) as in coping, benching etc incl necessary form work complete all as specified and directed 121 Returning filling in, includingspreading, levelling, watering and well ramming in layers not exc 25 cm in soft/ loose soil.. 122 Removing excavated soils not exc 50 Mand depositing where directed at a level not exc1.5 M above the starting point. 123 Demolition and breaking up drain pipe (SGSW, AC, RCC or PVC) of 150mm bore incl demolition of PCC as in benching and hauching etc complete 124 M&L for150mm SGSW drain pipe laid in trenches and jointed in CM 1:1 complete all as specified and directed 125 M&L for PCC 1:4:8 type D-2 (using 40mm graded stone aggregate) as in bed of drain pipe inch packing under and haunching against the sides of pipe after they are laid and tested for 150mm dia of pipe complete. 126 S&F,providingSFRC pre cast manhole covers with rectangular frame of size 44x 26 MD-10 fixed at site up to satisfaction of Engr-in-charge abd incl dismantlingof old manholes cover slab complete all as spd and directed. 127 S&F forPre- painted galvalume aluminum SMP coated GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified 128 S&Ffor Hilti fasteners all complete as specified for chajjas 129 M&L for providing Micro concrete with MICROCRETE at the rate of 25kg per 0.0125 m3 with 20% properly graded 5mm to 10mm silt free aggregate as per manufacturer instructions and mixing concrete with mechanically electrically operated mixer machine etc all as specified and directed. Make: CICO MICROCRETE of CICO Technologies ltd or equivalent in Fosroc/STP/BASF 130 Rough finished flat form work to Chajjas,column,beam, chullah hoods, water troughs and similar items including edges and formwork including necessary struts, scaffolding etc. 131 M & L , Mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bendingspirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clipsNote : Additional Reinforcement: Check the diameter of the existing rebars and if the diameter is less than 30% of the original diameter, provide additional reinforcement. Cut 10mm dia and over bars as main reinforcement to the required length with proper development length. Tie them to the prefixed shear connectors so that the additional rebar acts monolithically with the existing ones and core concrete. 132 M & L,Mild steel TMT bars5mm dia and over upto and including 10mm dia in stirrups, spacers and binders , cut to length, bent to shape required, including cranking, bendingspirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clipsNote : Additional Reinforcement:In the case of the shear reinforcement also, if the diameter of the rebars are reduced, provide 5mm dia and over uptoand incl 10mm dia stirrups in the form of 2 U shaped bars. Tie them properly so that it has a tight contact with the main bars. 133 M&L for Mild steel TMT bars 6 mm to 8 mm dia., cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia., or securing with clips.Note : Additional Reinforcement: Check the diameter of the existing rebars and if the diameter is less than 30% of the original diameter, provide additional reinforcement. Cut 6 to 8mm dia bars as main reinforcement to the required length with proper development length. Tie them to the prefixed shear connectors so that the additional rebar acts monolithically with the existing ones and core concrete. 134 M&L for 8 to 10mm dia rebar using HY-200 chemical from HILITI or equivalent including drilling hole of required size in RCC beam/lintel complete all as specified and as directed by Engr-in-charge.Note- Reinforcement shall be measured and paid separately. 135 M & L for removing of rust from existing steel surfaces with rust removrs of SIKA Rustoff 10 appliedtwo coats @ 0.15Ltr/Sqm per coat and cleanng all rust with steel wire brush and washed with wter/chemical complete all as spd and dir by Engr-in-Charge.(Make- SIKA/BASF/FOSROC.) 136 M & L for application of Anti corressive coating with SIKA Rustoff friazinc on the exposed reinforcement proper mix applied @ 0.25 Ltr Sqm of exposed steel surface as per manufactures instruction complete all as spd an dir by Engr-in -charge.(Make- SIKA/BASF/FOSROC.) 137 S&F for galvanised welded steel wire fabric as extra reionforcement to RCCmembers likeceilings, chajja’s, beams, columns parapet walls, waste slab etc including all cutting and waste (wt not exc 4.00 kg/Sqm)complete all as specified and directed. 138 M&L for applying one coat of epoxy resin (FAIR BOND EP) on old concrete surfaces @ 0.30Kg/Sqm including preparation of surfaces as per manufacturers instructions and applying 25mm thick (average thickness) of cement ,sand & Aggregate(1:1.5:3) in ratio aggregate nless than 6mm size mixed with chloride freeconcrete plasticiseras per manufacturers instruction with guniting applying manualand finished the surface even and smooth complete all as specified and directed.(Manual applied)Make : Fairmate chemicals or equivalent make of SIKA/BASF/FOSROC. 139 Taking down U/S aluminium point wiring (light, fan, socket or power ) complete including fittings and fixtures such as switches, ceiling roses, pendants, regulators, sockets, light fittings etc removing materials/debris from site for taking credit (credit for above items should be made as per conditions seperately)and making good the disturbed complete all as specified and directed . 140 M&L for concealed point wiring for controlled by one switch with PVC insulated but unsheathed single core FRLSH multistranded copper conductor cable IS-694 markedof size 1.5 Sqmm (nominal area) in and including non metallic rigid PVC conduit 20 mm dia by cutting chases in walls by cutter and making good the surface in CM 1:3 and to the original specification and PVC conduit on ceiling for steel structure/surface conduit with clamps, gutties etc for RCC ceiling with including one run of PVC insulated FRLS copper conductor cable of 1.5 Sqmm with green insulation as earth wire and connected to earth dolly including provision of pressed steel terminal box with 3mm thick plastic laminated sheet top cover for housing switches,sockets etc concealed on wallcomplete all as specified and directed.(a) One light point controlled by one, one way switch 141 (b)One fan/exhaust fan point controlled by one, one way switch 142 (c)One socket outlet 3 Pin, 6 Amp on independent board 143 (d) One socket outlet 3 Pin, 6 Amp on same board. 144 (e) One bell point controlled by one bell push 145 (f)One lightpoint controlled by one 2-way switch 146 M&L for point wiring for controlled by one switch with PVC unsheathed single core multistranded copper conductor cable of size 4 Sqmm (nominal area) in and including PVC conduit 20 mm dia by cutting chases in walls by cutter and making good the surface in CM 1:3 and to the original specification and PVC conduit on ceiling for steel structure/surface conduit with clamps, gutties etc for RCC ceilingincluding one run of PVC insulated FRLS copper conductor cable of 4 Sqmm with green insulation as earth dolly for 6 pin, 16 Amp socket outlet on Independent board. 147 S&F, switch piano flush type single pole one way 5 Amp (ISI Marked) 148 S&F switch piano flush type single pole one way 15 Amp (ISI Marked) 149 Supply & fix in repair single pole and neutral enclosure 2 module in sheet steel with a two pin and earth plug and socket complete with one single pole MCB 20 Amp 10 KA complete all as specified and directed. 150 S&F ,Bell push flush type single pole one way5 Amp (ISI Marked) 151 S&F , socket out let 2 in 1, 5 pin 5 Ampflush type (ISI Marked) 152 S&F, socket out let 2 in 1, 5 pin 15 Amp flush type (ISI Marked ) 153 S&F forswitch piano flush type single pole two way 5 Amp. 154 M&L for bell multi music type, AC 230 Volts, single pole (ISI Marked) 155 S & F forElectronicfan regulator 230 volts, step type,socket type ,hum free 120 watt ISI Marked. 156 M&L for ceiling rose, surface Bakelite 65 x 17.50 mm of three terminals PVC/Polycarbonate,isolated body (ISI Marked) 157 Taking down unserviceablesubmain wiring Aluminium/ copper of any size/core/type including earth continuity condutor on teak wood or conduit and removing materials/debris from site and making good the disturbed surfaces of wall etc to match with the original existing finish all as directed. 158 M&L for submain wiringwith 2 single corePVC insulated unsheathed multi stranded copper conductor FRLSH wire 6.00 Sq mm 1100 volts grade including and 06.00 Sq mm PVC insulated, multi stranded, unsheathed copper wire green in colour as earthing lead drawn through in PVC conduit incl cutting, chases in stone wall and match with the existing surface including removing old materials/debris from site complete all as specified and directed.Note : Two run of 06.0 Sqmm cable andone run of 6.0 Sqmm cable as earth continuity conductor shall be measured & paid as one unit. 159 Supply and fixing , Surface and wall mounted LED tube light fittings of capacity 10W , Two feet Basic all purpose surface and wall mounted LED batten with polycarbonate housing & integrated electronic driver including taking down with all as specified and directed. 160 Supply and fixing , Surface and wall mounted LED tube light fittings of capacity 20W , four feet Basic all purpose surface and wall mounted LED batten with polycarbonate housing & integrated electronic driver including taking downwithall as specified and directed. 161 Supply and fixforMCB,DB, single pole and neutral with suitablerated busbar double door, 8 way 230 volt 50 HZ AC Supply including taking down complete all as directed by Engineer-in-Charge. 162 S&F inlcuding taking down unserviceable MCB’s for the followingitems:- S&F , MCB SP 06 to 32 Amp 230 volts,50Hz,BreakingCapacity 10 KA complete all as specified and directed 163 S&F, MCB,32 Amp, SPN, 230 Volts, 50 Hz, complete all as specified and directed. 164 M&L for Earthing complete with galvanized steel earth plate electrode 60 cm x 60 cm x 6 mm thick surrounded with charcoal and salt, buried directly in ground (earth pit not less than 2.25 metre deep below ground level) with top edge of plate not less than 1.5 metre below normal ground level connected to galvanized earth lead wire 4 mm dia by means of bolts, nuts, check nuts and washers of galvanized iron or steel all as shown in electrical Plate No 3 of MES SSR Part-I connected to main switch board or main control board all as specified and testing on completion including provision of earth wire protected by galvanized iron15 mm dia light grade pipe and watering pipe shall be 20 mm bore light grade including all excavation and earth work in any type of soil, PCC pit with pre-cast RCC cover, charcoal/salt, funnel etc complete all as directed.(i) The concrete pit shall be PCC 1:3:6 type C-1, 40 mm thick pre cast cover slab of RCC (1:2:4) type B-1 using 20mm graded stone aggregate reinforced with 8mm TMT bars @ 10 cm C/C on both sides with suitable cast iron handle shall be provided in lieu of cast iron cover shown in electrical plate No 3 of MES SSR Part-I.(ii) Item includes the cost of 7.50m GI pipe for protection of earth wire/strip Any variation in length shall be adjusted through deviation order. (iii) Item includes cost of 7.50m earth lead wire/strip. Any variation in length shall be adjusted through deviation order. (iv)PCC pit shall be provided at least 500 mm away from the pit and not on the earth pit itself and the extra cost of additional length of watering pipe, bends, elbow etc shall be deemed included in the unit rate. 165 Supply, install, testing and commissioning including taking down of indoor LT panel size 800 mm x 600 mm x 150 mmenclosures cubical weather and vermin proof totally enclosed made out of 1.6 mm thick CRCA sheet machine pressed of suitable size to operate on 3 phase 4 wire system 415 Volts, 50HZwithfront openable and PVC acrylic glass cover suitable size for checking of meter reading without opening door with locking arrangement incl inner shutters formounting switch gear etc, suitable arrangement for fixing of electrical meter and SPN 40 to 63 Amp including pre wiring from Bus bar to Meter and Meter to MCB SPN (for pre wiring use 6.00 Sqmm Single core copper cable and suitable size of lugs for connecting from Busbar to meter and meter to MCB SPN)including bottom gland plate with sufficient numbers of circular cable entry holes, including prewired complete as per drawing with masonary work for fixing in wallduly powder coated with comprising of the following :-IN- COMING :- (i)MCCB 125 Amps FP, 415 Volt 25 KA adjustable thermal & fixed magnetic setting Ics = 100% = 01 No(ii) Phase indicating lamp LED type with HRC fuse – 1 Set of three. (iii)ON / OFF including lamp on incommer feeder for status of feeder = 02 Nos(iv) Aluminium bus bar 200 Amps capacity with bus bar supports, DMC/SMC insulators of CPRI approved of suitable length insulated heavy heat shrinkable sleeves etc -04 Nos.OUT- GOING:- (i)MCB 32 Amp,415 Volt,10 KA, Single pole and neutral -04 No(ii) Supply and fix electronic meters temper proof LCD display with polycarbonate cover 230 V, 10- 60 Amp, accuracy class-I, 50Hz, conforming to IS 13779, IP-54, with parameters to show data, time, current reading, load, PF, voltage and KWH type display with transparent hinge including connection from SPN to meter with 6 Sqmm copper stranded conductor including earth wire complete all as specified and directed by Engr-in-Charge. - 04 Nos 166 Taking down carefully ceiling fan 230 volts single phase 50 Hz from the position after dismantling fan blades of any sweeps and carrying out complete servicing with and including cleaning, greasing, replacing flexible 3 core cable of size 1.5 Sqmm with copper conductor from ceiling rose to fan, replacing rubber reel, split pins, check nuts, PVC connector complete with and including painting with 2 coats of synthetic enamelled paint over a coat of red oxide anticorrosive primer after rubbing entire fan body and blades and fixing back the fan in position complete all as specified and directed. 167 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). 168 Supply and fix,Exhaust fan heavy duty, 230V, single phase metallic body,capacitor type -sweep size (mm) 300 with and including aluminium louversconnecting up including provision of necessary wall opening and connectedcement works and cable from ceiling rose or connector to exhaust fanetc complete all as specified and directed. 169 Supply and fix , exhaust fan made of sturdy Engineering plastic complete with louvers shutter, voltage 230V, 50 Hz, Copper winding of sweep 250mm sweep complete all as specified and directed. 170 Taking down carefully existing serviceable water stroage type electric geyser from existing place and deposite to MES E/M store from the wall after disconnecting water & electric connections and re-installation includingS&F Anchor type/fastener type bolts & nuts (Set of 4 bolts of 10mm dia 150mm long with nuts & washers) into the wall grouted properly to hold the geysers at the same location after completion of work and testing, complete all as durected. 171 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, lampimpact and corrosion resistant including thermal management in multiple optics complete with IP 65/66 protection including GI bracket with clamp for fixing of wall complete all as specified and directed.
Contract Date: Nov 08, 2025 Contract Value : ₹ 49.87 Lakh
Statutory Bodies & Commissions/Committees No of Bidders 5
Rajasthan View Result →
26.
Public Administrative Department #8181900 AOC
Tender For The Famous Gadge Dwar Mauranipur Jhansi Road Near Gaurav Guest House. - 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 as per SI.No. 2.8.1 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-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) As per SI no. 4.1.8 3 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 in :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) as SI No-5.1.2 4 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)Above Plinth Lvl as SI No-5.2.2 5 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-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). (Slab) as per SI No. 5.3 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-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). (Slab) as per SI No. 5.3 7 Brick work with common burnt clay bricks of M-150 Class in super structure above plinth level upto floor V level in all shapes and sizes in cement mortar 1:6 ( 1 cement : 6 coarse sand ) as per SI no 6.4.2 8 Steel reinforcement for R.C.C. work ready to use cut and bend rebars of approved make from factory/workshop to construction site including placing in position and binding all complete in Thermo-Mechanically Treated bars of grade Fe-500D or more. As per SI. No.- 5.22 B.1 9 15 mm thick cement plaster of mix 1:4 ( 1 cement & 4 coarse sand ) as per IS 13.5.1 10 Providing and applying white cement based putty of average thickness 1 mm of approved brand and manufacturer,over the plasterd wall surface even and smooth surface as per Sl no. -13.80 11 Finishing walls with Acrylic Smooth exterior paint of required shade: New work (Two or more coats applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) as per Sl no. -13.46.1 Two Coats 12 Providing and Laying of 80 mm interlocking concreteblock pavement laid in stone dust base and fill joint with fine sand. Joint filled after labling and dressing base including supply of all materails, labours, T&P etc required for proper completion of the site 13 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. (Under Floor) as per SI.No. 2.25 (a) 14 Providing, laying spreading and compacting stone aggregates of specific sizes to water bound macadom specification including spreading in uniform thickness hand packing, rolling with smooth wheel roller 80 - 100 KN in stages to proper grade and camber, apploying and brooming, stone screening to fillup the interstices of coarse aggregate, watering and compacting to the required density .Grading 3 as per technical specification class 405 15 supply and fixing the UTTAR PRADESH SARKAR LOGO and small pillers with writing work etc complete as per direction of Engineer in charge. 16 Projection light 17 Providing and laying gang saw cut 18 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 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 20 mm thick base of cement mortar 1:4 (1cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-Charge. With granite stone of area less than 0.50 sqm. as pr Sl No.-16.86.1 18 Supply and Fixing of Sign Board/Caution Board showing information about site etc. Includind supply of all materials, labour and T&P etc. required for proper completion of work as per direction of Engineer in charge. 19 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. 20 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 21 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 22 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. 23 Supply and fixing ofLED Tube Light batten fittingsuitable for up to 1 X 22 watt LED tube light on surface complete in all respect. - CAT-AAA 24 Supply and fixing ofLED Street light Fittinghaving die cast aluminium body and diffuser with driver set suitable for 45 watt to 50 Watt. Confirming to IP 66 protection complete in all respect. CAT-AA 25 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. 4 way (4 + 12), Double door 26 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. Double pole 27 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required.
Contract Date: Oct 31, 2025 Contract Value : ₹ 17.55 Lakh
Government Departments No of Bidders 3
Uttar Pradesh View Result →
27.
Public Administrative Department #8181899 AOC
Tender For The Famous Ahilya Bai Holkar Gate On Bangra To Uldan Road. - 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 as per SI.No. 2.8.1 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-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) As per SI no. 4.1.8 3 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 in :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) as SI No-5.1.2 4 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)Above Plinth Lvl as SI No-5.2.2 5 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-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). (Slab) as per SI No. 5.3 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-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). (Slab) as per SI No. 5.3 7 Brick work with common burnt clay bricks of M-150 Class in super structure above plinth level upto floor V level in all shapes and sizes in cement mortar 1:6 ( 1 cement : 6 coarse sand ) as per SI no 6.4.2 8 Steel reinforcement for R.C.C. work ready to use cut and bend rebars of approved make from factory/workshop to construction site including placing in position and binding all complete in Thermo-Mechanically Treated bars of grade Fe-500D or more. As per SI. No.- 5.22 B.1 9 15 mm thick cement plaster of mix 1:4 ( 1 cement & 4 coarse sand ) as per IS 13.5.1 10 Providing and applying white cement based putty of average thickness 1 mm of approved brand and manufacturer,over the plasterd wall surface even and smooth surface as per Sl no. -13.80 11 Finishing walls with Acrylic Smooth exterior paint of required shade: New work (Two or more coats applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) as per Sl no. -13.46.1 Two Coats 12 Providing and Laying of 80 mm interlocking concreteblock pavement laid in stone dust base and fill joint with fine sand. Joint filled after labling and dressing base including supply of all materails, labours, T&P etc required for proper completion of the site 13 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. (Under Floor) as per SI.No. 2.25 (a) 14 Providing, laying spreading and compacting stone aggregates of specific sizes to water bound macadom specification including spreading in uniform thickness hand packing, rolling with smooth wheel roller 80 - 100 KN in stages to proper grade and camber, apploying and brooming, stone screening to fillup the interstices of coarse aggregate, watering and compacting to the required density .Grading 3 as per technical specification class 405 15 supply and fixing the UTTAR PRADESH SARKAR LOGO and small pillers with writing work etc complete as per direction of Engineer in charge. 16 Projection light 17 Providing and laying gang saw cut 18 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 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 20 mm thick base of cement mortar 1:4 (1cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-Charge. With granite stone of area less than 0.50 sqm. as pr Sl No.-16.86.1 18 Supply and Fixing of Sign Board/Caution Board showing information about site etc. Includind supply of all materials, labour and T&P etc. required for proper completion of work as per direction of Engineer in charge. 19 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. 20 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 21 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 22 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. 23 Supply and fixing ofLED Tube Light batten fittingsuitable for up to 1 X 22 watt LED tube light on surface complete in all respect. - CAT-AAA 24 Supply and fixing ofLED Street light Fittinghaving die cast aluminium body and diffuser with driver set suitable for 45 watt to 50 Watt. Confirming to IP 66 protection complete in all respect. CAT-AA 25 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. 4 way (4 + 12), Double door 26 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. Double pole 27 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required.
Contract Date: Oct 31, 2025 Contract Value : ₹ 17.55 Lakh
Government Departments No of Bidders 3
Uttar Pradesh View Result →
28.
Public Administrative Department #8181898 AOC
Renowned former President A.P.J. Abdul Kalam Dwar on Jayanti Palace Road from Tehsil Mauranipur Road. - 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 as per SI.No. 2.8.1 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-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) As per SI no. 4.1.8 3 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 in :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) as SI No-5.1.2 4 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)Above Plinth Lvl as SI No-5.2.2 5 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-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). (Slab) as per SI No. 5.3 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-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). (Slab) as per SI No. 5.3 7 Brick work with common burnt clay bricks of M-150 Class in super structure above plinth level upto floor V level in all shapes and sizes in cement mortar 1:6 ( 1 cement : 6 coarse sand ) as per SI no 6.4.2 8 Steel reinforcement for R.C.C. work ready to use cut and bend rebars of approved make from factory/workshop to construction site including placing in position and binding all complete in Thermo-Mechanically Treated bars of grade Fe-500D or more. As per SI. No.- 5.22 B.1 9 15 mm thick cement plaster of mix 1:4 ( 1 cement & 4 coarse sand ) as per IS 13.5.1 10 Providing and applying white cement based putty of average thickness 1 mm of approved brand and manufacturer,over the plasterd wall surface even and smooth surface as per Sl no. -13.80 11 Finishing walls with Acrylic Smooth exterior paint of required shade: New work (Two or more coats applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) as per Sl no. -13.46.1 Two Coats 12 Providing and Laying of 80 mm interlocking concreteblock pavement laid in stone dust base and fill joint with fine sand. Joint filled after labling and dressing base including supply of all materails, labours, T&P etc required for proper completion of the site 13 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. (Under Floor) as per SI.No. 2.25 (a) 14 Providing, laying spreading and compacting stone aggregates of specific sizes to water bound macadom specification including spreading in uniform thickness hand packing, rolling with smooth wheel roller 80 - 100 KN in stages to proper grade and camber, apploying and brooming, stone screening to fillup the interstices of coarse aggregate, watering and compacting to the required density .Grading 3 as per technical specification class 405 15 supply and fixing the UTTAR PRADESH SARKAR LOGO and small pillers with writing work etc complete as per direction of Engineer in charge. 16 Projection light 17 Providing and laying gang saw cut 18 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 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 20 mm thick base of cement mortar 1:4 (1cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-Charge. With granite stone of area less than 0.50 sqm. as pr Sl No.-16.86.1 18 Supply and Fixing of Sign Board/Caution Board showing information about site etc. Includind supply of all materials, labour and T&P etc. required for proper completion of work as per direction of Engineer in charge. 19 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. 20 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 21 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 22 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. 23 Supply and fixing ofLED Tube Light batten fittingsuitable for up to 1 X 22 watt LED tube light on surface complete in all respect. - CAT-AAA 24 Supply and fixing ofLED Street light Fittinghaving die cast aluminium body and diffuser with driver set suitable for 45 watt to 50 Watt. Confirming to IP 66 protection complete in all respect. CAT-AA 25 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. 4 way (4 + 12), Double door 26 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. Double pole 27 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required.
Contract Date: Oct 31, 2025 Contract Value : ₹ 17.55 Lakh
Government Departments No of Bidders 2
Uttar Pradesh View Result →
29.
Public Administrative Department #8181897 AOC
Tender For Renowned Yashakayi Sone Lal Patel At Montha Tahrauli Road. - 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 as per SI.No. 2.8.1 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-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) As per SI no. 4.1.8 3 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 in :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) as SI No-5.1.2 4 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)Above Plinth Lvl as SI No-5.2.2 5 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-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). (Slab) as per SI No. 5.3 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-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). (Slab) as per SI No. 5.3 7 Brick work with common burnt clay bricks of M-150 Class in super structure above plinth level upto floor V level in all shapes and sizes in cement mortar 1:6 ( 1 cement : 6 coarse sand ) as per SI no 6.4.2 8 Steel reinforcement for R.C.C. work ready to use cut and bend rebars of approved make from factory/workshop to construction site including placing in position and binding all complete in Thermo-Mechanically Treated bars of grade Fe-500D or more. As per SI. No.- 5.22 B.1 9 15 mm thick cement plaster of mix 1:4 ( 1 cement & 4 coarse sand ) as per IS 13.5.1 10 Providing and applying white cement based putty of average thickness 1 mm of approved brand and manufacturer,over the plasterd wall surface even and smooth surface as per Sl no. -13.80 11 Finishing walls with Acrylic Smooth exterior paint of required shade: New work (Two or more coats applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) as per Sl no. -13.46.1 Two Coats 12 Providing and Laying of 80 mm interlocking concreteblock pavement laid in stone dust base and fill joint with fine sand. Joint filled after labling and dressing base including supply of all materails, labours, T&P etc required for proper completion of the site 13 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. (Under Floor) as per SI.No. 2.25 (a) 14 Providing, laying spreading and compacting stone aggregates of specific sizes to water bound macadom specification including spreading in uniform thickness hand packing, rolling with smooth wheel roller 80 - 100 KN in stages to proper grade and camber, apploying and brooming, stone screening to fillup the interstices of coarse aggregate, watering and compacting to the required density .Grading 3 as per technical specification class 405 15 supply and fixing the UTTAR PRADESH SARKAR LOGO and small pillers with writing work etc complete as per direction of Engineer in charge. 16 Projection light 17 Providing and laying gang saw cut 18 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 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 20 mm thick base of cement mortar 1:4 (1cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-Charge. With granite stone of area less than 0.50 sqm. as pr Sl No.-16.86.1 18 Supply and Fixing of Sign Board/Caution Board showing information about site etc. Includind supply of all materials, labour and T&P etc. required for proper completion of work as per direction of Engineer in charge. 19 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. 20 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 21 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 22 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. 23 Supply and fixing ofLED Tube Light batten fittingsuitable for up to 1 X 22 watt LED tube light on surface complete in all respect. - CAT-AAA 24 Supply and fixing ofLED Street light Fittinghaving die cast aluminium body and diffuser with driver set suitable for 45 watt to 50 Watt. Confirming to IP 66 protection complete in all respect. CAT-AA 25 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. 4 way (4 + 12), Double door 26 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. Double pole 27 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required.
Contract Date: Oct 31, 2025 Contract Value : ₹ 17.55 Lakh
Government Departments No of Bidders 2
Uttar Pradesh View Result →
30.
Public Administrative Department #8166812 AOC
Tender For Comp. Of Shyamlati Choupal (Bakal); 1. [10.1]Providing and laying of base course of floors consisting of 100 mm thick cement 1:8:16 and 100 mm sand or stone filling. [Through Rate] 64.10 Sqm 2. [10.1.1.1]Providing and laying of base course of floors consisting of 100 mm thick cement 1:8:16 and 100 mm sand or stone filling. 1.1. Re-compacting excavated soil in plinth under floors, including watering, ramming, consolidating and dressing complete. [Through Rate] 1.78 cum 3. [10.63.2]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 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. 2. Size of Tile 600x600 mm [Through Rate] 153.29 Sqm 4. [10.67.2]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 and 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 and matching pigments etc. complete. 2. Size of Tile 600x600 mm [Through Rate] 55.74 Sqm 5. [11.57]Providing and laying average 6mm thick POP Coating on walls, Ceiling, beams and lintels etc. complete in all respects as approved by the Engineer-In-Charge. [Through Rate] 229.94 Sqm 6. [11.6.1]15 mm cement plaster on the rough side of single or half brick wall of mix : 1. 1:4 (1 cement: 4 fine sand) [Through Rate] 118.17 Sqm 7. [4.14.1]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 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. 1. All kinds of soil. [Through Rate] 25.91 cum 8. [6.16]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 four 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). [Through Rate] 19.51 cum 9. [6.29.3]Centering and shuttering including strutting, propping etc. and removal of form work for : 3. Columns, piers, abutments, pillars, posts and struts [Through Rate] 95.88 Sqm 10. [6.35.1]Steel reinforcement for R.C.C. work ready to use `cut and bend` rebars of approved make from factory/workshop to construction site including placing in position and binding all complete up to plinth level. 1. Thermo-Mechanically Treated bars of grade Fe-500D or more. [Through Rate] 2800.00 Kg. 11. [7.21.1]Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 1. Cement mortar 1:4 (1 cement : 4 coarse sand) [Through Rate] 8.36 cum 12. [7.22.1]Brick work with common burnt clay non-modular bricks of class designation 10.5 in superstructure above plinth level up to floor IV level in all shapes and sizes in : 1. Cement mortar 1:4 (1 cement : 4 coarse sand) [Through Rate] 8.92 cum 13. [9.10.1]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 : 1. With residual type petroleum bitumen of grade VG -10 [Through Rate] 315.87 Sqm 14. [9.11.1]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: 1. With common burnt clay non-modular brick tile of class designation 10 [Through Rate] 315.87 Sqm
Contract Date: Oct 29, 2025 Contract Value : ₹ 6.89 Lakh
Local Bodies No of Bidders 2
Haryana View Result →
31.
Defence #8164660 AOC
Tender For Addn / Altn And Special Repair To Bdlg No P-02, P-03, P-04, P-05 & P-10 , P-119And P-187Under Ge (A) Kolkata.; 1 NOTE (Applicable for all items) :-(i) The bidders/contractorsare advised to read tender document & all corrigendum / amendments and General conditions of contracts before entrying/quoting the rates.2. It is highlighted that the certain condition of General Condition of Contracts (IAFW-2249) has been modified as per direction of MoD i.e. inclusssion of Performance Security, deletion of Risk & Cost Provisions and increase in defect liability period all as per tender documents. The tenderers should keep in mind while quoting their offer. 2 Consultancy services for health assessment of building/structure auditand chemical rehabuiltation and retrofitting offollowing buildings to find out distressed mapping report and preparation of detailed project report and structure design and drawings of these roof slabs/beams/chajjas/ walls and check present condition of structures and also find out: 1. List of buildings which has structurally sound and floor slabs/roof slabs/beams/chajjas/columns/walls of these buildingcan be repairs in normal maintenance.2. Prepare structure design and drawings of balance distressed roof slabs/beams/columns/chajjas etc. as per IS 456: 2000, IS 1893: 2016 & IS 13920: 2016 (with latest revision) with loading in accordance of IS 875 & IS 1893. The seismic provisions shall be incororated for zone IV.(a) Consultant shall solely be responsible for arrangement of Thermal Scanner and additional Tools & Plants, transportation and residence etc for their staff without any extra cost. (b) The consultant required to be submitted the detailed project report, distress mapping report and drawingsin four hard copy along with a soft copy in CD & shall be vetted from IIT only. 3 NOTE 1:- Consultancy for health assessment of building/structures repair/ retrofitting work and distress mapping report including the following deliverables will be provided for the proposed Health Assessment Job:- a) Visual Inspection Report. b) NDT & Non-NDT Test Reports. c) Health Assessment report including interpretation of test results, statistical & comparative analysis, suggestion/recommendation of repair/retrofitting methods including methodology for retrofitting works, material specification, work specification, detailed estimate for verification of quantities/specification as per related items of BOQ for buildings under the scope.d) Identify all the deteriorated Elements by Visual Inspection.e) Ascertain the residual strength of those elements from DT/NDT tests.f) Recommendation to strengthen the elements.g) Recommendation for Economic repairing/retrofitting technologies.h) Detail repair methodology as per deteriorated elements location details.i) Providing item Specification and works specification in terms of safety, materials, manpower and equipment.j) Submit the detail estimate for structural retrofitting items.k) Checking the strength of repaired members.l) The Consultant/Representative shall be present at all times during execution of the structural repair scheme for technical supervision. 4 NOTE 2:- Test report of Rebound Hammer test, Ultrasonic Pulse Velocity (USPV) test, Half Cell Potential test, Carbonation Test, Cover Meter Test, Rebar Scan Test, Concrete Core Cutting Test, Chemical Tests (PH, Chlorides & Sulphates on core cuttting Samples).NOTE 3:- As per E-in-Cs Branch Policy in vogue any qualified firm with exprience & proven track record in the field of Structural Consultancy and Chemical Rehabuiltation will only be hired for Structural Consultancy, Structural repair and Chemical Rehabuiltation work.NOTE 4:- Building wise detail scope of work including Consultancy service are mentioned in Sch A Notes. 5 Demolition of brick work or stone/boulder masonry, built in cement mortar including all quions, arches, pillers etc complete all as specified and as directed. (Upto 4th storey height building) 6 All as per item No. 2.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 7 All as per item No. 2.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 8 Demolition ofreinforced Concrete of any description and in any position not otherwise specifically provided for(reinforcement cut as required to facilitate demolition) complete all as specified andas directed. (Upto 4th storey height building) 9 All as per item No. 5.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 10 All as per item No. 5.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 11 Demolition of cement concrete of any description and in any position not other wise specifiy provided for complete all as specified and as directed. (Upto 4th storey height building) 12 All as per item No. 8.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 13 All as per item No. 8.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 14 Demolition of cement concrete (unreinforced) in ground floors and paving not exceeding 15cm thick (below or above ground level) and removal of rubbish from the site complete all as specified and as directed. 15 Taking down old rusted unserviceable steel collapsible gates or rolling shutters of any size including taking out holdfasts/anchorages and other fixtures complete all as specified and as directed. (Upto 4th storey height building) 16 Taking out / Stripping of old Roof treatment membranes /Tar felt including layer ofcement mortar of any type carefully from existing roof surfaces (without damaging roof ) including preparation of old roof surfaces by picking, sweeping, cleaning and washing down with water to remove dust & receive new treatment complete all as specified and as directed.(Upto 8th storey height building) 17 Taking down cement plaster of any description built in cement mortar on brick or stone walls etc including racking out joints, hacking for Key, scrubbingdown with water etc. complete all as specified and as directed. (Upto 4th storey height building) 18 All as per item No. 14.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 19 All as per item No. 14.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 20 Dismantling of Asbestos Cement (corrugated, semi corrugated etc) roof sheets including ridge and valley etc as in roof covering and segregating serviceable sheet for stacking and removing unserviceable materials from site of work complete all as specified and as directed. (Upto 4th storey height building) 21 Dismantling Wall and ceiling boards (fibre, pulp, insulation, etc.) or insulation boards/slabs/blankets, any thickness, including cover fillets complete all as specified and as directed. (Upto 4th storey height building) 22 Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing) and rubbish off the premises (outside of MOD land) complete all as specified and as directed. (Upto 4th storey height building) 23 All as per item No. 19.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 24 All as per item No. 19.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 25 Dismantling of stone slabs and tiles of any description or thickness in floors,aprons etc laid, bedded & pointed in any mortar complete all as specified and as directed. (Upto 4th storey height building) 26 All as per item No. 22.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 27 Taking down rusted steel windows/ventilators of any description and any size including shutters complete all as specified and as directed. (Upto 4th storey height building) 28 Taking up or down 20mm bore steel water tubingand connections,including cleaning for refixing and deposited to stores complete all as specified and as directed. (Upto 12th storey height building) 29 Taking up or down 25mm bore steel water tubingand connections,including cleaning for refixing and deposited to stores complete all as specified and as directed. (Upto 12th storey height building) 30 Taking up or down 40mm or 50mm bore steel water tubingand connections,including cleaning for refixing and deposited to stores complete all as specified and as directed. (Upto 12th storey height building) 31 Taking down UPVC pipe 50 mm bore with fittings complete all as specified and as directed. (Upto 4th storey height building) 32 Dismantling of 100mm cast iron or reinforcedconcrete drain pipes, jointedincement mortarcomplete all as specified and as directed. (Upto 12th storey height building) 33 Dismantling wrought iron or mild steel work of any description not otherwise provided for and segregating serviceable materials and keeping for reuse at site and removing unserviceable materials from site of work complete all as specified and as directed. (Upto 4th storey height building) 34 All as per item No. 30.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 35 All as per item No. 30.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 36 Taking down wooden chowkats or frames with shutters, area exceeding 1.50 Sqm but not exceeding 4.00 Sqm of each shutter (without taking of shutters from the frames) complete all as specified and as directed. (Upto 4th storey height building) 37 All as per item No. 33.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 38 All as per item No. 33.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 39 Taking down wooden chowkats or frames with shutters, area not exceeding 1.50 Sqm of each shutter (without taking of shutters from the frames) complete all as specified and as directed. (Upto 4th storey height building) 40 All as per item No. 36.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 41 Taking down wooden shutters of any description exceeding 1.00 Sqm but not exceeding 2.00 Sqm eachcomplete all as specified and as directed. (Upto 4th storey height building) 42 All as per item No. 38.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 43 All as per item No. 38.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 44 Materials and labour for providing chemical emulsion for Post Constructional Antitermite Treatmentof voids in masonry using chemical emulsion one litre per hole, at 300mm intervals including drilling holes at 45 degree and replugging them with cement mortar 1:2 (1 cement : 2 coarse sand) to match the existing floors complete all as specified and as directed. (Upto 4th storey height building) 45 All as per item No. 41.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 46 All as per item No. 41.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 47 Materials and labour for providing chemical emulsion for Post Constructional Antitermite Treatment along the external wall below concrete or masonry apron using chemical emulsion @ 2.25 litres per linear metre including drilling and plugging holes etc. in apron complete all as specified and as directed. 48 Material and labour for hardcore of broken stone or boulder of gauge not exceeding 63mm, deposited, spread and leveled in layers not exceeding 15cm thick, watered and rammed to a true surface complete all as specified and as directed. 49 Materials and labour for sand filling under the floor or paving, laid including watering and consilidation to obtain a true rammed surfacecomplecte thickness complete all as specified and as directed.Note :- For payment purpose punned thickness shall be measured. 50 Materials and labour for PCC 1:2:4 Type B2 (using 40mm graded crushedstone aggregate) as in filling sunken floor complete all as specified and as directed. (upto 04 storey High of building) 51 All as per item No. 47.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 52 All as per item No. 47.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 53 Material and labour for Plain Cement concrete as in saucer drains Type B1 1:2:4 (using 20 mm graded aggregate), slope shall be maintained as per site requirement complete all as specified and as directed. 54 Material and labour for PCC 1:2:4, type B-1 (using 20mm graded stone aggregate)as in lintels upto 1.5m clear span, 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, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, including necessary use and waste of formwork complete all as specified and directed. (upto 04 storey High of building) 55 Material and labour for plain cement concrete type B0 (1:2:4) (using 12.5 mm graded aggregate) as in hold fast block kerbs or mud stops, rounded or chamfered etc comlete all as specified and as directed. 56 Material and labour for reinforced cement concrete 1:2:4 type B1 (Nominal Mix) (using 20mm graded stone aggregate) as in beams, cantilevers, lintel over 1.50m span complete all as specified and as directed. (upto 04 storey High of building) 57 Material and labour for reinforced cement concrete 1:2:4 type B1 (Nominal Mix) (using 20mm graded stone aggregate) as in Beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and as directed. (upto 04 storey High of building) 58 All as per item No. 54.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 59 All as per item No. 54.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 60 Material and labour for precast cement concrete 1:3:6, type C1, (using 20mm graded stone aggregate) as in kerb stone/bond stone including necessaryform work set in cementmortar(1:4)complete all as specified and as directed. 61 Materials and labour for25mm thick PCC 1:2:4 type B0 (using 12.5 mm graded crushed stone aggregate) as in sub base and finished the surface fair and even complete all as specified and as directed. 62 Material and labour for 75mm thick PCC (1:3:6) type C2 (using 40mm graded stone aggregate) as in plinth protection including construction joints 10mm wide x 75mm thich filled with mastic bitumen @2.5m c/c including corner and finished the surface even and smooth without using extra cement completeall as specified and as directed. 63 Material and labour for 150mm thick PCC (1:2:4) type B2 (using 40mm graded stone aggregate) as in sub base and finished the surface fair and even completeall as specified and as directed. 64 Material and labour for brick work with fly ash bricks, old size,straight or curved on plan exc 6m mean radius built in cement mortar (1:6) complete all as specified and as directed. (upto 04 storey High of building) 65 All as per item No. 61.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 66 All as per item No. 61.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 67 Materials and labour for half brick thick brick work with fly ash bricks, old size straight or curved on plan to any radius built in cement mortar(1:4) complete all as specified andas directed. (upto 04 storey High of building) 68 All as per item No. 64.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 69 All as per item No. 64.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 70 Materials and labour for use and waste offormwork to sides and soffit of beams, lintels, cantilevers, shelves etc for rough flat finished surface in all respect complete all as specified andas directed. (upto 04 storey High of building) 71 All as per item No. 67.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 72 All as per item No. 67.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 73 Materials and labour for use and waste of Formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs not exceeding 20 cm wide and sides of RCC/PCC bands in walls, horizontal or sloping and similar work exceeding 10cm but not exceeding 20cm wide complete as specified and directed. (upto 04 storey High of building) 74 Supply and fixing well seasoned 2nd class hard wood plain fillets, square, rectangular in section, clean sawn secured with nails or brads, sectional area not exceedingt 3 Sqcm complete all as specified and directed. (upto 04 storey High of building) 75 Supply and fixing 18/19mm thick prelaminatedparticle boardinterior grade, prelaminated both side with decorative choice laminations and other side balancing white lamination fixed with screws to timber frame work including second class hard wood beading on cutting exposed edges and polishing complete all as specified and as directed. (upto 04 storey High of building) 76 All as per item No. 72.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 77 Supply and fixing 12 mm thick prelaminated particle boards (ISI marked), interior grade prelaminated both side with decorative choice lamination, fixed with necessary clips and other like to aluminium frame work, as in doors, windows, partition etc complete all as specified and as directed. (upto 04 storey High of building) 78 Supply and fixing Veneered decorative Plywood with decorative face veneers on one face Grade-I (with BWR resin), fixed with screws to timber frame work 12 mm thickincluding all necessary fittings comlete all as specified and as directed. (upto 04 storey High of building) 79 Supply and fixing 18mm thick solid UPVC ply of1st quality, one side pre laminated of approved colour and one side white colour fixed with screwes, solvent cement /adhesive to make kitchen cabinet and cupboard shutters or drawer including dismantling of old existing cabinet complete all as specified and directed.(upto 04 storey High of building) 80 All as per item No. 76.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 81 All as per item No. 76.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 82 Supply and fixing 18mm thicksolid UPVC plywood of1st quality of both side plain white colour fixed with screws, solvent cement /adhesive to make kitchen cabinet internal partition including dismantling of old existing cabinet complete all as specified and directed.(upto 04 storey High of building) 83 All as per item No. 79.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 84 All as per item No. 79.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 85 Supply and fixing 12mm thicksolid UPVC plywood of1st quality of both side plain white colour fixed with screws, solvent cement /adhesive to make kitchen cabinet back including dismantling of old existing cabinet complete all as specified and directed.(upto 04 storey High of building) 86 All as per item No. 82.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 87 All as per item No. 82.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 88 Supply and fixing well-seasoned 2nd class hard wood plain, solid, straight chowkats and frames, wrought, framed rebated on the solid, rounded or chamfered, put together with glue pinned at joints complete all as specified and as directed. (upto 04 storey High of building) 89 Supply and fixing 30mm thick factory made flush door shutters solid core construction with block board core and ply wood face panels commercial type on both faces complete all as specified and as directed. (upto 04 storey High of building) 90 All as per item No. 86.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 91 Supply and fixing 30mm thick factory made flush door shutters solid core construction with block board core and ply wood face panels commercial type on both faces covered with decorative face veneer with lipping/ frame to match complete all as specified and as directed. (upto 04 storey High of building) 92 Supply and fixing 35mm thick 2nd class hard woodGlazed and skeleton shutters, open rebated and prepared to receive glass, gauze, etc. (without sash bars), edges of framing plain, chamfered or rounded, fitted with cut and mitred beads for securing glass, etc. sizes of members of shutters as specified in SSR Part I, Sec-tion 8, clause 8.24 (a)complete all asspecified and as directed. (upto 04 storey High of building) 93 All as per item No. 89.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 94 All as per item No. 89.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 95 Supply and fixing Factory made single extruded WPC (Wood polymer composite) solid door Frames of size 45 x 70mm comprising of virgin PVC polymer of K value 58-60(Suspension grade), calcium carbonate & natural fibres and non-toxic additives fabricated with mitre joints after applying PVC solvent cement and screwd 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), mimimum compressive strength of 58 N/Sqmm and resistance to spread of flame of class A category with property of being termite/borer proof, water/moisture proof, fire retardant & fixed in position with MS hold fast/lugs/SS dash fasteners of required dia and length comlete all as specified and as directed. (upto 04 storey High of building) 96 All as per item No. 92.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 97 All as per item No. 92.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 98 Supply and fixing Factory made single extruded WPC (Wood Polymer Composite) solid plain flush door shutter of 30mm 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 complete all as specified and as directed. (upto 04 storey High of building)(Note: stainless steel butt hinges and necessary SS screws shall be paid separately) 99 All as per item No. 95.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 100 All as per item No. 95.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 101 Supply and fixing Stainless steel handles 150mm long, bright polished complete all as specified and as directed. (upto 04 storey High of building) 102 All as per item No. 98.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 103 All as per item No. 98.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 104 Supply and fixing Stainless steel handle (304 grade) of 110mm size as per approved sample for kitchen cabinet shutter complete all as specified and directed. (upto 04 storey High of building) 105 All as per item No. 101.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 106 All as per item No. 101.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 107 Supply and fixing B-11 type Bearing hinges 100mm, cast brass, with Stainless steel hinge pin, bright polished and fixed complete all as specified and as directed. (upto 04 storey High of building) 108 All as per item No. 104.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 109 All as per item No. 104.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 110 Supply and fixing Stainless steel, barrel tower bolts, 200mm long of extruded section complete all as specified and as directed. (upto 04 storey High of building) 111 All as per item No. 107.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 112 Supply and fixing Stainless steel, barrel tower bolts, 150mm long of extruded section complete all as specified and as directed. (upto 04 storey High of building) 113 All as per item No. 109.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 114 All as per item No. 109.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 115 Supply and fixing Extruded aluminium alloy handles 100 mm long, fabricated type, anodised complete all as specified and as directed. (upto 04 storey High of building) 116 All as per item No. 112.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 117 Supply and fixing 300mm long aluminium alloy, anodized, sliding door bolt with hasp, staple (bolt type) and fixing clip of sheet, cast or extruded sections and fixing bolts and sliding bolts,of extruded sections or cast aluminium alloy complete all as specified and as directed. (upto 04 storey High of building) 118 All as per item No. 114.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 119 All as per item No. 114.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 120 Supply and fixing 200mm long aluminium alloy, anodized, sliding door bolt with hasp, staple (bolt type) and fixing clip of sheet, cast or extruded sections and fixing bolts and sliding bolts,of extruded sections or cast aluminium alloy complete all as specified and as directed. (upto 04 storey High of building) 121 Supply and fixing 150mm long aluminium alloy, anodized, sliding door bolt with hasp, staple (bolt type) and fixing clip of sheet, cast or extruded sections and fixing bolts and sliding bolts,of extruded sections or cast aluminium alloy complete all as specified and as directed. (upto 04 storey High of building) 122 Supply and fixing coloured powder coated statinless steel Continuous (piano) hinge, width of flaps (when open) is 30mm complete all as specified and as directed. (upto 04 storey High of building) 123 All as per item No. 119.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 124 All as per item No. 119.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 125 Supply and fixing Continuous (piano) hinges, mild steel, bright finish or electro galvanised 30mm width of flaps (when Open) complete all as specified and as directed. (upto 04 storey High of building) 126 Supply and fixingaluminium 4 levers Mortice lock, vertical type of size 100 mm complete all as specified and as directed. (upto 04 storey High of building) 127 Supply and fixing Brass Locks with two levers, drawer, grade I, size 50 mmincluding all necessary fittings complete all as specified and as directed. (upto 04 storey High of building) 128 Supply and fixing Bras Drawer pulls, 3 screw plate with fixed dished pull; 80 mm to 100mm longincl all necessary fittingscomplete all as specified and as directed. (upto 04 storey High of building) 129 Supply and fixing Ball catches with 8mm dia steel ball, and brass body and striking plate including letting in and fixed complete all as specified and as directed. (upto 04 storey High of building) 130 Supply and fixing well-seasoned 2nd class hard wood small fittings such as brackets of any type, latch and hinge blocks, shaped door and window stops and the like, complete all as specified and directed. area of article not exceeding 200 cucm each, complete all as specified and as directed. (upto 04 storey High of building) 131 All as per item No. 127.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 132 Supply and fixing stainless steel wire cloth 0.36 mm nominal dia of wire and average width of aperture 1.40 and fixed with tinned tacks or galvanised wire staples complete all as specified and as directed. (upto 04 storey High of building) 133 All as per item No. 129.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 134 All as per item No. 129.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 135 Supply and fixing 150 mm longHasp and staple, safety type, (304 grade) stainless steel including bolt to hinge plate and fixed with screws complete all as specified and as directed. (upto 04 storey High of building) 136 All as per item No. 132.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 137 All as per item No. 132.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 138 Supply and fixing Aluminium Anodised Hasp and Staple, with mild steel hinge pin including bolt to hing plate and fixed with screws 75 mm size complete all as specified and as directed. (upto 04 storey High of building) 139 All as per item No. 135.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 140 Supply and fixing floor power door stopper overall length of cover plate 150mm of zinc alloy body and tongue, anodised, with hard drawn steel spring, fixed in floor complete all as specified and as directed. (upto 04 storey High of building) 141 All as per item No. 137.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 142 Supply and fixing Double action floor spring hydraulically regulated made up of minimum 1.25 mm thick aluminium alloy sheet foundation box, main body with stainless steel cover, governing pivot made of brass, other parts made of mild steel heavy duty and fixed complete all as specified & as directed. (upto 04 storey High of building) 143 Supply and fixing hydraulically regulated door closer aluminium body heavy duty designation No 3, universal type, suitable for door shutter weighing between 61 Kg to 80 Kg complete all as specified and as directed. (upto 04 storey High of building) 144 Supply and fixing L-shaped rubberised corner guard for sharp vertical edges of length 1200mm, width 100 x 100mm marked by reflective type of thickness 10mm for used in parking area complete all as specified and as directed. (upto 04 storey High of building) 145 Supply and fixing as in replacement Harrison rails, mild steel, chromium plated with fixing brackets, stops, rollers etc. complete all as specified and as directed. (upto 12 storey High of building) 146 Supply and fixing as in replacement brass chromium plated Decorative type drappery Rod along with all fittings of 25 mm diacomplete all as specfied and as directed. (upto 04 storey High of building) 147 Supply and fixing mild steel TMT bars 10mm 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 0.90mm dia or securing with clips complete all as specified and as directed. (upto 04 storey High of building) 148 All as per item No. 144.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 149 All as per item No. 144.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 150 Supply and fixing mild steel TMT bars 6 to 8mm dia, 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 0.90mm dia or securing with clips complete all as specified and as directed. (upto 04 storey High of building) 151 All as per item No. 147.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 152 All as per item No. 147.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 153 Supply and fixingmild steel TMT bars 5mm dia and over and upto and including 10mm dia, cut to length bent to shape required, including cranking bending spirally for hooping for stirrups, spacers, binders and binding with and including mild steel wire (annealed) not less than 0.90mm dia or securing with clips complete all as specified and as directed. (upto 04 storey High of building) 154 Supply and fixing Bands, straps, supports or stays for rainwater, ventilating pipes, including bolts, if required hooks (stay), heavy, for large gates; hook and pintle hinges large hasps and staples; chains; hand made sliding bolts; clamps; hold fasts; wall ties; hooks for hanging fans;plate washers and similar small articles conforming to Fe-290 Gde-E-165 complete all as specified and as directed. (Upto 12th storey height building) 155 Supply and fix framed work such as grills,grating, etc, with ends of bars shouldered and/or riveted or forged into spikes,framed gurad bars, barred iron doors, laddrs, framed balasters, walk ways, railings framed work of water and similar work conforming to Fe.290.Gde-E-165using 12mm square bar complete all as specified and as directed. (upto 04 storey High of building) 156 All as per item No. 152.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 157 All as per item No. 152.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 158 Supply and fixing 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 Confirming to IS-1161-1979, Gde-E-250 quality-Acomplete all as specified and as directed. (upto 04 storey High of building) 159 Supply and fixing Mild steel plates, plain or chequered, 5mm thick or over in thickness in available sizes of Fe 410-W (Gde-E250) quality-A complete all as specified and directed. (upto 04 storey High of building) 160 Supply and fixing collapsible steel gates, top hung consisting of channel pickets, pivoted flat bars, top and bottom runners, brass handles etc., as specified, erected in position and securing runners with hold fasts and brackets complete all as specified and as directed. (upto 04 storey High of building) 161 Supply and fixing 1.60 mm thick Mild steel, plain, black sheet in wall cladding, steel gates and similar work, cut to size, holes punched; including round headed screws,clout nails or rivets and fixed to wood or steel framing with plain 40 mm lap joints with riveted or welded seams, including bending or turning up, mitred angles, etc. as required complete all as specified and as directed. (upto 04 storey High of building) 162 Material and labour for hoisting, assemble and fixing of double layer steel scaffolding to external perimeter of building duly cross braced and properly aligned for the functional aspect and safety of the building including dismantling, shifting & removal of scaffolding from site complete all as specified and as directed. (for 05 to 08 storey High of building)Note: - Elevational area of the scaffolding facing the building shall be measured and paid. 163 All as per item No. 159.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 164 Supply and fixing 125x60mm size pressed steel, frames for door with one or more rebates including necessary fixing lugs, hinges,lock strike plate, etc, complete all as specified and as directed. (Upto 4th storey height building)Note: Pressed steel frame shall be filled with PCC Type C0 (1:3:6, using 12.5mm graded crushed stone aggregate) and cost of same shall deemed to be included in the rate quoted by the tenderer in this item. 165 All as per item No. 161.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 166 Supply and fixing Powder coated aluminium (minimum thickness of powder coating 50 micron) 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 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 all as specified and as directed. (Upto 4th storey height building)Note: Fittings shall be measured and paid separately under respective items. 167 All as per item No. 163.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 168 All as per item No. 163.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 169 Supply and fixing Anodised powder coated aluminium (minimum thickness of powder coating 50 micron)frame for doors, windows, ventilators or aluminium frame for partition works etc with one or more rebates including joining cleat for fixing etc. complete all as specified and as directed. (Upto 4th storey height building) 170 Supply and fixing Anodised powder coated aluminium door shutters, aluminium section weighing not less than 0.55 kg/ m including necessary joining cleats, glazing clips, ruber neoprene packing, handles 2 Nos in each door, hinges, anodised aluminum snap beading screws etc. complete all as specified and as directed. (Upto 4th storey height building)Note: Fittings shall be measured and paid separately under respective items. 171 All as per item No. 167.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 172 All as per item No. 167.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 173 Supply and fixingAnodised powder coated aluminumwindow and ventilator shutters, side hung type without sash bars, aluminium sections weighing 0.55 kg/m including necessary joining cleats, glazing clips, rubber packing, anodised aluminium snap beading, screws, anodised aluminium fittings such as peg stays 150mm long (1 no.). hinges type B-21 100mm long (2 no.) suitable handle (1 no.) complete all as specifiedr and including dismantling of existing unserviceable Aluminium window complete all as specified and as directed . (Upto 4th storey height building)Note: Fittings shall be measured and paid separately under respective items. 174 All as per item No. 170.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 175 Supply and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS:1868) of approved design/pattern, with approved standerd section and fix 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 complete all as specified and as directed. (only weight of grill to be measured for payment) (Upto 4th storey height building) 176 All as per item No. 172.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 177 All as per item No. 172.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 178 Supply and fixing 0.50mm thick pre-painted galvalume aluminium Zinc coating GI based corrugated / semi corrugated steel sheet of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as per manufacturer instruction complete all as specified and as directed. (Upto 4th storey height building) 179 All as per item No. 175.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 180 Supply and fixing suspended false ceiling (Decorative Type) system using metalic (E grid) exposed suspende system, grid section size 600mm x 600mm comprising of GI powder coatedmain runner of dimension 32 mm x 24mm x 0.80mm thick ( thicknesscomprising of GI/0.4+ PPPCGS/0.3mm & weight of Runner) Cross Tee of dimensions 26mm X 24mm x 0.8 mm thick, wall angle 22.00mm x22.00mm x 0.35 mm thick ( thicknesscomprising of GI/0.35 + PPPCGS/0.3 mm) withand including 6 mm thick HPSC ( High pressure steam cured) pre- primed, self embossed textured designer board, water resistant termite resistant, fire resistant for insulation and accustic purpose to be placed in the grid system duly suspended with 2 mm dia G I bars hangers fixed with steel dash through fasteners with Provn of light fixture complete all as specified and as directed. (Upto 4th storey height building) 181 Supply and fixing GI frame work for seamless ceiling comprising ofGI perimeter channel 0.55 mm thick with two unequal flanges of 20 and 30 mm and web of 27mm fixed to surrounding wall using nylon sleeves and screws at 450mm centre to centre/ intermediate channel 0.9mm thick having two equal flanges of 15mm each and web of 45 mm suspended from soffit at approx 900mm centre to centre with GI cleat and steel expansion fasteners with and including ceiling section (not exc. 1.2m length) of 0.55 mm thickness having kurled web of 50mm and flange of 26mm each with lips of 10.5mm fixed to intermediate channel with connecting clips across the intermediate channel at 457mm centre to centre and incl 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 and as directed. (Upto 4th storey height building) 182 Supply and fixing Gypsum Board 12mm thick in ceiling flat or slopping fixed in jointless finish with jointing compound and jointing tape fixed with screw as per manufacturers instructions with provn of light/electric fixtures complete all as directed complete all as specified and as directed (Upto 4th storey height building) 183 Material and labour for machine pressed precast cement concrete interlocking paver blocks 60mm thick and M 35 Grade confirming to IS-15658-2006 and laid over and including 50mm thick sand cushioning and 100mm thick PCC 1:4:8, type D2, (using 40mm graded aggregate) as in sub base of floor complete all as specified and as directed. 184 Material and labour for precast Cement Concrete chequered tiles of size 200 x 200 x 25mm thick as in floor, set and jointed in neat cement slurry and pointed with cement laid over and including 20mm thick screed bedin CM (1:4) over and including 100mm thick PCC 1:4:8 type D2 as in sub base complete all as specified and as directed. 185 Supply and fixingMachine cut kota stone slab flooring 20-25mm thick over cement screed base laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete, including over 15 mm thick screed bed in CM (1:6) all as specified and as directed. (Upto 4th storey height building) 186 All as per item No. 182.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 187 Supply and fixingMachine cut Kota stone slab 20-25mm thick in riser of steps, skirting, dado and pillar laid over cement screed and jointedincluding rubbing and polishing complete over 10 mm thick backing coat in CM 1:4 with grey cement slurry mixed with pigment to match complete all as spd and as directed. (Upto 4th storey height building) 188 All as per item No. 184.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 189 Materials and labour for Mirror polishing on marble/granite/kota stone/stone work whereever required to give high gloss finish complete all as specified and as directed. (Upto 4th storey height building) 190 Material and labour for joint free non skid ceramic coloured tiles (Premium Quality) 7 to 8mm thick (Square/ rectangular) area of each tile exceeding 0.18 sqm but not exceeding 0.38 sqm coloured in floor etc set and jointed in neat cement slurry and pointed in white cement with pigment to match the shade of tiles over and including 15mm thick screed bed in CM (1:6) complete all as specified and as directed. (Upto 4th storey height building) 191 All as per item No. 187.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 192 .-Ditto- all as per item No 187.00 above but in skirting and dado laid over and including 10mm thick rendering in cement mortar (1:4) and -ditto-. 193 All as per item No. 189.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 194 Material and labour for joint free non skid ceramic coloured tiles (Premium Quality) 7 to 8mm thick (Square/ rectangular) area of each tile exceeding 0.06 sqm but not exceeding 0.11 sqm coloured in floor etc set and jointed in neat cement slurry and pointed in white cement with pigment to match the shade of tiles over and including 15mm thick screed bed in CM (1:6) complete all as specified and as directed. (Upto 4th storey height building) 195 All as per item No. 191.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 196 All as per item No. 191.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 197 Material and labour for Vitrified ceramic coloured tiles (light shade) 10mm thick (Square/rectangular) area of each tile exceeding 0.36 sqm but not exceeding 0.42 coloured in floor etc set and jointed in neat cement slurry and pointed in white cement with pigment to match the shade of tiles over and including 15mm thick screed bed in CM (1:6) complete all as specified and as directed. (Upto 4th storey height building) 198 Material and labour for glazed ceramic coloured tiles (Premium Quality) of size 450x350x7mm thick as on vertical surfaces, set and jointed in neat cement slurry and pointed in white cement with pigment to match with the shade of tiles laid over and including 10mm thick cement plaster in CM (1:4) complete all as specified and as directed.(Upto 4th storey height building) 199 All as per item No. 195.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 200 All as per item No. 195.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 201 Material and labour for glazed ceramic coloured tiles (Premium Quality) of size 600x300x7mm thick as on vertical surfaces, set and jointed in neat cement slurry and pointed in white cement with pigment to match with the shade of tiles laid over and including 10mm thick cement plaster in CM (1:4) complete all as specified and as directed.(Upto 4th storey height building) 202 Supply and fixing for 20mm thick granite (of any type) work (table rubbed and polished) in steps, jambs, window cills, cooking platforms and like etc and fixed over and including 15mm thick Screed bedin cement mortar (1:6) and pointing with white cement mixed with pigment to match the shade of granite (1:2) using marble dust complete all as specified and as directed. (Upto 4th storey height building) 203 All as per item No. 199.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 204 Supply and fixing for 20mm thick granite (of any type) work (table rubbed and polished) as in verticle surfaces and fixed over and including 10mm thick cement mortar (1:4) and pointing with white cement mixed with pigment to match the shade of granite (1:2) using marble dust complete all as specified and as directed. (Upto 4th storey height building) 205 Rounding to edges of stone slabs one edge, such as in steps, cooking platform, and other similar situationscomplete in all as specified and as directed. (Upto 4th storey height building) 206 All as per item No. 202.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 207 Material and labour for Cutting chases, 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 etc., and making good, cutting not exceeding 10 cm girth complete all as specified and as directed. (Upto 12th storey height building) 208 Material and labour for Rendering 20 mm thick in two layers (Top 10mm thick rendering coat mixed with water proofing compound shall belaid over 10mm thcik plastered surface) with CM (1:4) onfair faces of brick work or concrete surfaces and finishedthe surface even and smooth without using extra cementto match the existing surface complete in all respect as specified and as directed.(Upto 4th storey height building)Note: WPC shall be measured and paid separately under respective item. 209 All as per item No. 205.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 210 All as per item No. 205.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 211 Material and labour for Rendering 15 mm thick in cement mortar (1:6) on other than fair face of brick work or concrete surfaces and finished the surface even and smooth without using extra cement to match the existing surface all complete all as specified and as directed. (Upto 4th storey height building) 212 All as per item No. 208.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 213 All as per item No. 208.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 214 Material and labour for Rendering on ceiling 5 mm thick in cement mortar (1:3) onof concrete surface finished even and smooth with out using extra cement complete all as specified and as directed. (Upto 4th storey height building) 215 All as per item No. 211.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 216 All as per item No. 211.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 217 Supply only Integral water proofing compound and use as per manufacturer specification complete all as specified and as directed. (Upto 12th storey height building) 218 Complete removal of existing treatmentby using electric sanding machine or steel wire brushing to remove all dust and loose scale etc of wall surfaces & prepare to receive wall care putty complete all as specified and as directed. (Upto 4th storey height building) 219 Materials and labour forpreparation of old plastered surfaces of walls after complete removal of existing treatment and applying Acrylic Smooth exterior paint (Weather Coat) of required shade (Twocoat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) complete all as specified and as directed. (Upto 4th storey height building) 220 All as per item No. 216.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 221 All as per item No. 216.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 222 Materials and labour for twocoats of Anti fungal anti bacterial painton old decorated surface of internal walls includingremoval of existing preparation and applying 1mm thick wall care putty complete all as specified and as per manufacturers instructions and as directed. (Upto 4th storey height building) 223 Materials and labour for twocoats of Anti fungal anti bacterial painton old decorated surface of internal Cellings includingremoval of existing preparation and applying 1mm thick wall care putty complete all as specified and as per manufacturers instructions and as directed. (Upto 4th storey height building) 224 Materials and labour for preparation of old decorated surface by complete removal of existing treatment and applying two coats of acrylic washable distemper over a coat of primer over and including 3mm thick wall care putty to match with the new suface on wall completeall as specified and as directed. (upto 04 storey High of building). 225 All as per item No. 221.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 226 All as per item No. 221.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 227 Materials and labour forpreparation of old plastered surfaces of walls after complete removal of existing treatment and applying two coats of acrylic washable distemper complete all as specified and as directed. (Upto 4th storey height building) 228 All as per item No. 224.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 229 Materials and labour for preparation of old plastered surface of Ceiling & applyingone coat of acrylic washable distemper complete all as specified and as directed. (Upto 4th storey height building) 230 Materials and labour for preparation of old plastered surface of wall & applyingone coat of Plastic Emulsion Paint complete all as specified and as directed. (Upto 4th storey height building) 231 Materials and labour for preparation of old plastered surfaces of ceilings and applying one coat of white wash complete all as specified and as directed. (Upto 4th storey height building) 232 All as per item No. 228.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 233 All as per item No. 228.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 234 Material and labour for 3mm thick wall care putty on external wall surface including rubbing with sand paper to achieve a smooth surface & sharp straight edges etc. complete all as specified and as directed. (Upto 4th storey height building) 235 All as per item No. 231.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 236 Material and labour for 2mm thick wall care putty on external wall surface including rubbing with sand paper to achieve a smooth surface & sharp straight edges etc. complete all as specified and as directed. (Upto 4th storey height building) 237 All as per item No. 233.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 238 All as per item No. 233.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 239 Materials and labour for preparing newgypsum board surface of ceiling, pillasters, cornices etc and applyingone coat ofliquid putty to match uneven surface with two coat of acrylic washable distemper over a coat of primer complete all as specified and as directed. (Upto 4th storey height building) 240 Materials and labour for preparation of newly plastered surfaces of walls and applying two coats of acrylic washable distemper over a coat of primer complete all as specified and as directed. (Upto 4th storey height building) 241 All as per item No. 237.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 242 Materials and labour for preparation of new plastered surfaces of wall and applying two coats of acrylic washable distemper over a coat of primer over and including 3 mm thick wall care putty completeall as specified and as directed. (upto 04 storey High of building). 243 All as per item No. 239.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 244 All as per item No. 239.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 245 Materials and labour for preparation of new plastered surfaces of celling and applying two coats of acrylic washable distemper over a coat of primer over completeall as specified and as directed. (upto 04 storey High of building). 246 Materials and labour for preparation of newly plastered surfaces of ceilings and applying three coats of white wash complete all as specified and as directed. (Upto 4th storey height building) 247 All as per item No. 243.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 248 All as per item No. 243.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 249 Materials and labour for preparation of Old painted wooden surfaces and applying Two coats of Anti-bacterial and Antifungal paint, area exceeding10cm width or girth complete all as specified and as directed. (Upto 4th storey height building) 250 Material and labour for preparation of surface of wood or wood based materials, steel and iron works new or old of any description and girth not otherwise described and treating small articles such as stop, covers, gully gratings, holdfast, ends of posts, back of chowkats, etc and area tarred exc 0.1 sq. m but n exc. 0.5sqm with tar or coal tar black paint complete all as specified and as directed. (Upto 4th storey height building) 251 Material and labour for preparation of new wooden surfaces of any description over 10 cm width or girthand applying two coats of synthetic enamel paint over a coat of pink primercomplete all as specified and as directed. (Upto 4th storey height building) 252 All as per item No. 248.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 253 All as per item No. 248.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 254 Material and labour for preparation of old steel surfaces of any description over 10 cm width or girthand applying one coat ofsynthetic enamal paint complete all as specified and as directed. (Upto 4th storey height building) 255 Material and labour for preparation of new steel surfaces of any description over 10 cm width or girthand applying two coats ofsynthetic enamal paint over a coat of red oxide zinc chrome primer complete all as specified and as directed. (Upto 4th storey height building) 256 All as per item No. 252.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 257 All as per item No. 252.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 258 Supply and fixing 4.80 mm thick Sheet glass, ordinary quality frosted on one side and glazingin square not exceeding 0.5 sqm in each pane fixed to aluminium frame window/ventilator complete all as specified and as directed. (Upto 4th storey height building) 259 All as per item No. 255.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 260 All as per item No. 255.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 261 Supply and fixing 4.80 mm thick Sheet glass, ordinary quality frosted on one side and glazingin square exceeding 0.5 sqm in each pane fixed to aluminium frame window/ventilator complete all as specified and as directed. (Upto 4th storey height building) 262 All as per item No. 258.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 263 Supply and fixing6 mm thick toughened glass as in hinged shutter of cup board and similar work fixed to aluminium/wooden frame workexc 0.5 Sq. m in each pane including cutting to shape, drilling holes required complete all as specified and as directed. 264 Supply and fixing 10mm thick toughened glass as in hinged doors, partitions, automatic doors and similar work including cutting to shape,drilling holes required complete all as specified and as directed. 265 Supply and fixing decorative Glass film reflective type sticked to glass panes as permanufacturers intructions complete all as specified and as directed. 266 Supply and fixing 110mm bore PVC (SWR) pipes Single socketed inanylength withrubber ring joints fixed to walls complete all as specified and as directed. 267 Supply and fixing 110 mm bore PVC (SWR) bends any radius complete all as specified and as directed. 268 Supply and fixing 110 mm bore PVC (SWR) WC connector bent typecomplete all as specified and as directed. 269 Supply and fixing PVC (SWR) vent cowl 110 mm bore complete all as specified and as directed. 270 Supply and fixing 110mm bore PVC (SWR) junction single, (Single T) equal or unequal, with oval access door complete all as specified and as directed. 271 Supply and fixing 110mm bore PVC (SWR) junction double, (double T) equal or unequal, with oval access door complete all as specified and as directed. 272 Supply and fixing 110mm bore PVC (SWR) branch piece, (double Y)equal or unequal, with oval access door complete all as specified and as directed. 273 Supply and fixing as in replacement 75mm dia, PVC (SWR) floor trap, plain with grating including jointing with solvent cement complete all as specified and as directed. 274 Supply and fixing as in replacement 100mm dia, PVC (SWR) floor trap, plain with grating including jointing with solvent cement complete all as specified and as directed. 275 Supply and fixing as in replacement 75mm dia, PVC (SWR) Nahani trap,with grating including jointing to waste pipe fixed in cement concrete type B-1 (1:2:4) complete in all respect as specified. 276 Supply and fixing CPVC pipes 20 mm outer diameter of SDR 11 & plain CPVC SDR 11 fittings on walls/ceiling or laying in floors, complete all as specified and as directed. 277 Supply and fixing CPVC pipes 25 mm outer diameter of SDR 11 & plain CPVC SDR 11 fittings on walls/ceiling or laying in floors, complete all as specified and as directed. 278 Supply and fixing CPVC pipes 40 mm outer diameter of SDR 11 & plain CPVC SDR 11 fittings on walls/ceiling or laying in floors, complete all as specified and as directed. 279 Supply and fixing UPVC pipes50 mm bore (Outer dia) ofSCH-40 and plain UPVC SCH-40 fitting fixed on wall or floor, ceiling or laying in floors complete all as specified and as directed. 280 Supply and fixing 20 mm bore CPVC Male Brass Threaded Adaptor (MTA/ MBTA) complete all as specified and as directed. 281 Supply and fixing 25 mm bore CPVC Male Brass Threaded Adaptor (MTA/ MBTA) complete all as specified and as directed. 282 Supply and fixing 50 mm bore CPVC Male Brass Threaded Adaptor (MTA/ MBTA) complete all as specified and as directed. 283 Supply and fixing 20mm bore CPVC Female Brass Threaded Adaptor (FTA/ FBTA) comlete all as specified and as directed. 284 Supply and fixing 25mm bore CPVC Female Brass Threaded Adaptor (FTA/ FBTA) comlete all as specified and as directed. 285 Supply and fixing 50mm bore CPVC Female Brass Threaded Adaptor (FTA/ FBTA) comlete all as specified and as directed. 286 Supply and fixing as in replacement Brass Cromium Plated Wall Mixer 3-in-1 System with Provision for both Hand Shower and Overhead Shower complete with 115mm long Bend pipe, connecting Legs & Wall Flange (without Hand & Overhead Shower) complete all as specified and as directed. 287 Supply and fixing as in replacememt 15mm bore Brass CP central hole basin mixer with U shaped round casted spout with 450mm long braided hose for mixing hot or cold water screwed down for iron pipe and fixed complete all as specified and as directed. 288 Supply and fixing as in replacement Brass Cromium Plated Sink mixer (wall mounted) with 150 mm (6) long swivel spout, connecting legs and wall flanges complete all as specified and as directed. 289 Supply and fixing as in replacement Brass chromium plated bottle traps of 32 mm bore suitable for wash basins with inlet and outlet screwed for pipe or connections including necessary packing, union and cap fixed complete all as specified and as directed. 290 Supply and fixing asin replacement 15 mm bore Brass CP Surgical Elbow operated tap with 200mm lever handele screwed down for iron pipe and fixed complete all as specified and directed. 291 Supply and fixing asin replacement 15mmbore bib tapscastcopper alloy chromium plated with crutch or butterfly handle, screwed down, screwed to pipe complete all as specified and as directed. 292 Supply and fixing asin replacement 15 mm dia 2 way bib cock double handle with wall flange screwed down, screwed for iron pipe or for brass ferrule and fixed complete all as specified and as directed. 293 Supply and fixing as in replacement 15 mm Dia CP stop cock (concealed type), with crutch handle, screwed down, screwed for iron pipe or for brass ferrule and fixed long shank and cup complete all as specified and as directed. 294 Supply and fixing as in replacement 15mm bore angular stop cock made of brass chromium plated screwed both ends for pipe with crutch handle, screwed down, screwed for iron pipe complete all as specified and as directed. 295 Supply and fixing as in replacement of 15mm bore Chromium Plated pillar tap fancy type cast copper alloy, with capstan heads screwed down high pressure, with or without lettered Hot or Cold with long screwed shanks and fly-nuts, screwed for pipe complete all as specified and as directed. 296 Supply and fixing as in replacement 25mm bore Gun metal gate valve with iron wheel head and gun metal spindle screwed both ends complete all as specified and as directed. 297 Supply and fixing as in replacementhand shower (health faucet) (Brass Chrome palted) with 8mm dia, 1.25m long, flexible tube with wall hook complete all as specified and as directed. 298 Supply and fixing as in replacement 15 mm bore Brass CP Clinical faucetscrewed down for iron pipe and fixed all as specified and directed. 299 Supply and fixing as in replacement 125mm dia chromium plated shower rose including shower arm with revolving joints fixed to 15/16mm bore any tipe of Pipe complete all as specified and as directed. 300 Supply and fixing as in replacement soap dish holder chromium plated of approximate size 200x 200x90mm fixed to plugs with chromium plated brass screws complete all as specified and as directed. 301 Supply and fixing as in replacement toilet paper roll holder with cover, chromium plated fixed to wall with and including chromium plated brass screws and wooden/plastic cleats complete all as specified and as directed. 302 Supply and fixing as in replacementwall mounted Grab bar/Hand Rails for disable pateints 600 mm long fixing in wall complete all as specified and as directed. 303 Supply and fixing as in replacementwall mounted L Shaped Grab bar with 500 & 700 mm long for disable pateintsfixing in wall complete all as specified and as directed. 304 Supply and fixing as in replacement tubular towel rail brass chromium plated, 20mm dia, D type, 60cm long fixed with two plugs (gutties) of 2nd class hard wood embedded in CM 1:3 with screwscomplete all as specified and as directed. 305 Supply and fixing as in replacement 100mm dia grating doom withwaste hole of PTMT (minimum weight 25gms) complete all as specified and as directed. 306 Supply and fixing as in replacement 15mm dia PVC connection pipe600 mm long with PTMT nuts completeall as specified and as directed. 307 Supply and fixing as in replacement Towel Rail 450mm long of PTMT fixed with and including Chromium plated brass screws and wooden/plastic cleats (Minimum weight 170gms) complete all as specifed and as directed. 308 Supply and fixing as in replacement PVC bathroom cabinet of size330 x 430mm with chromium plated brass screwscomplete in all respect as specified. 309 Supply and fixingas in replacement looking mirror ofsize 600mm x 450mm x 5mm thick bevelled edge of selected quality glass, decorative type mounted on 6mm thick commercial plywood and fixed to wooden plugs with chromium plated brass screws and cup washers completeall as specified and as directed. 310 Supply and fixing as in replacement glass shelf500 x 125mm with chromium plated bracket guard and railingcomplete all as specified and as directed. 311 Supply and fixing as in replacement corner glass shelf300mm with chromium plated bracket guard and railingcomplete all as specified and as directed. 312 Supply and fix as in replacement Vitreous China White squatting pan of‘Orissa pattern’, size 580 mm x 440mm (white) with ‘P’ or ‘S’ trap, front or back inlet and integral foot rests, any pattern complete including provision of PCC bedding andconnection to trap, flushing pipe, antisyphonage pipe, etc. (excluding flushing cistern and flush pipe) including making good the disturbed floor complete all as specified and as directed. 313 Supply and fixing as in replacement vitreous China White colour wash down water closet pan (pedestal pattern) with ‘P’ or ‘S’ trap, front or back inlet, fixing bolts, with White PVC seat cover and provision ofjet spray, 32 mm dia PVC flush pipe (excluding flushing cistern and flush pipe) and making all necessary connections complete as specified and as directed. 314 Supply and fixing as in replacement vitreoues china Wash Hand Basin, white/coloured, top counter shunk type, of size 510X430mm includingCP waste coupling 32 mm bore, PVC waste pipe 32mm dia fixed type with and including 15mm bore PVC connection pipe 450mm long with PTMT nuts at both ends complete all as specified and as directed. 315 Supply and fixing as in replacement for vitreoues china wash hand basin, white colour, flat back, of size 550X400mm including CP brackets, CP waste coupling 32 mm bore with and including 15mm bore PVC connection pipe 450mm long with PTMT nuts at both ends complete all as specified and as directed. 316 Supply and fixingas in replacement for Vitreous China urinals bowl type, white colour (flat back or corner wall type) of size 465mm x355mm x265mm (minimum) with grating and union for discharge pipe, 15mm dia PVC connection pipe 450mm long, 40mmdia waste pipe 600mm long high density polyethylene (HDPE) pipes of pressure rating 6 kgf/sq.cmcomplete including providing and fixing plugs, bedding urinal against wall in cement mortar 1:2 securing urinals to plugs with and including 60mm long brass screws, pointing around urinals back in cementcomplete all as specified and as directed. 317 Supply and fixing as in replacement 10 litre capacity low level PVC flushing cistern (White colour), syphonic action type, with inlet, ball valve, float, handle, fixed with cast iron bracket (of suitable size) and providing 32 mm dia PVC flush pipe and making all necessary connections complete all as specified and as directed. 318 Supply and fixing as in replacement stainless steel (conforming to AISI-304 grade) plate rack of overall size 31 x 30 x 10 made of 1mm thick stainless steel sheetfixed on CP cantilever brackets, complete all as specified and as directed. 319 Supply and fixing as in replacement stainless steel (conforming to AISI-304 grade) plate rack of overall size 36 x 31 x 10 made of 1mm thick stainless steel sheetfixed on CP cantilever brackets, complete all as specified and as directed. 320 Supply and fixing as in replacement stainless steel (conforming to AISI-304 grade) kitchen sink with drain board of overall size 915mm x 460mm and bowl size 410mm x 352mmx 178mm depth or equivalent made of 1mm thick stainless steel sheet with 32mm bore CP waste coupling, 32mm bore PVC waste pipe(heavy duty) 90 cm long,15mm dia 450mm long PTMT connection pipe and bedded in cement mortar and fixed on CP cantilever brackets, complete all as specified and as directed. 321 Supply and fixing as in replacement stainless steel (conforming to AISI-304 grade) kitchen sink without drain board made of stain less steel 1mm thick, kitchen with plugs, washer and wastes; Including bedding in cement mortor to dwarf wall or including fixing cantilever brackets and connecting union to pipeoverall size 495mm x 420mm bowl size 410mm x 330mm x 160mm. with 32mm bore CP waste coupling, 32mm bore PVC waste pipe(heavy duty) 90 cm long,15mm dia 450mm long PTMT connection pipe and bedded in cement mortar and fixed on CP cantilever brackets, complete all as specified and as directed. 322 Supply, hoisting and fixing in proper position ISI marked multi-layer rotational moulded polyethylene water storage tank (cylindrical vertical with closed top), of capacity 1000 litres with and including 20mm bore PTMT float and ball valve set including providing necessary connections after demolition existing PVC tank complete all as specified and as directed. 323 Supply, hoisting and fixing in proper position ISI marked multi-layer rotational moulded polyethylene water storage tank (cylindrical vertical with closed top), of capacity 2000 litres with and including 20mm bore PTMT float and ball valve set including providing necessary connections after demolition existing PVC tank and diposited to store complete all as specified and as directed. (Upto 12th storey height building) 324 Material and labour for 10 mm thick screed bed built in cement mortar (1:4) mixed with Water Proofing Compound as per manufactures instructions and top surface of rendering finished even and smooth to recieve water proofing treatment complete all as specified and as directed.Note : Water Proofing Compound shall be measured and paid separately. 325 Material and labour for water proofing treatment to RCC roof slab including parapet comprising with the following course of treatment/specifications from bottom to top :- (a) Applying bituminous primer @ 200-300 grm per Sqm over plastered surfaces of roof including parapet surfaces. (b) One layer of APP based polymeric membrane of approved manufacturer, 3mm thick, weight not less than 3.60 kgs per sqm, reinforced with non woven polyester fabric or weight not less than 150 grm per sqm. Polymeric membrane shall taken toa height 60 cm (minimum) and then inserted inside the groove of parapet wall and shall be finished by a membrane flashing. Note: (i) Laying of APP based polymeric membrane shall be done by torch on method or as per manufacturers instructions. (ii) A minimum overlap of 100mm and 75mm should be made in the end and sides of the polymeric membrane respectively and sealed all overlaps and joints as manufacturers instructions. (c) Applying two coats of bituminous aluminum paint on top of APP membrane. 326 Material and Labour for applying two coats of High performance elastomeric cementitious waterproof coating sandwiched with 45 GSM glass fibre reinforcement on the entire floor and 1.0 m of all walls of all toilets as per following methodology:- (i) Cleaning of exposed concrete surface by mechanical means or by hydro blasting to remove laitance, loose particles, contamination etc. which may hinder bonding. (ii) Coving of RCC joints with PCC (1:1.5:3) mixed with Integral Water Proofing compound. (iii) Applying one coat of Waterproofing membrane to concrete surfaces followed by application of 45GSM glass fibre on the wet surface. (iv) Applying second coat of waterproofing membrane at the right angles to the direction of first coat. Second coat shall be applied after the first coat gets dry. (v) Sprinkling fine aggregate immediately after the application of second coat to get the mechanical key for protective plaster. (vi) Curing to Water proofing membrane to be carried out for minimum period of 3 days with ponding complete. Note:- The Water Proofing Product Should have Mixed density: 1.68g/cc (brushable consistency). Adhesion to concrete : >1N/mm2. Static crack accommodation: 1mm.(Upto 4th storey height building) 327 All as per item No. 323.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 328 All as per item No. 323.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 329 Dismantling removing all unsound concrete, plastered material by chipping/chiseling gently at all effected and adjoining areas of concrete etc till sound surface is reached all various locations in building, subsequently cleaning the surfaces by white brush and air blower and removing rubbish off the premises and disposing at the dumping site approved by local authorities complete all as specified and as directed. (Upto 4th storey height building) 330 All as per item No. 326.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 331 Removing of concrete all around reinforcement bar upto 12 mm dia and over from behind the reinforcement bars average 25mm(but not less than 15mm air gap) by manual methods (using wire brushing ,chiseling etc) and applying chloride free rust removing chemicalon rusting steel reinforcement bar and removing all rust from steel reinforcement barby emery paper and cleaning the area thoroughly by water and allow it to dry andtotally rust free of reinforcement bar all as complete as per manufacturers instruction complete all as specified and as directed. (Upto 4th storey height building) 332 All as per item No. 328.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 333 Material and Labour for preparation of existing reinforcement surface by brushand application of two component epoxy zincrich primeron existing reinforcement surface ofminimum specific gravity 1.75, adhesive bond strength with steel is 1.50N/mm2and maximum coverage area 5.00 Sqm per litre complete all as specified and as directed. (Upto 12th storey height building) 334 All as per item No. 330.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 335 Material and labour for introducing new reinforcement bars upto 12 mm dia and over for structural connection in RCC beams, columns, lintel and slabs including power drilling holes of appropriate diameters in reinforced or plain cement concrete to a minimum depth of 150mm and upto 200mm including power drilling, fixing the reinforcement in position using epoxy, cleaning of loose dust by blowing air, sealing with epoxy cartridges etc complete all as specified and as directed.(Upto 4th storey height building) 336 All as per item No. 332.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 337 Material and labour forsupply,mixingandplacementofmicro-concretecementbasedprepackedsingle component chloride free, sulphate free, non-shrink, free flow. elf compacting, ready to use after mixing water in specified proportion and in required thickness as per manufactures instruction including necessary form work. Compressive strength (ASTM C 109, cm cube) of 35 MPa at 28 days including application curing compound concrete at various locations in Bldgs complete all as specified and as directed. (Upto 4th storey height building) 338 All as per item No. 334.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 339 Material and labour for providing and applying at two component structural grade polymer modified reinforcement mortar upto a thickness of 30mm over a coat of epoxy resin bonding agent as per manufactures specification. The cured mortar shall achieve a minimum compressive strength of 12N/mm2 in a day & 45 N/mm2 in 28 days with Flexural strength 8N/mm2 in 28 days Chloride diffusion coefficient shall be Nil after 24 hours when tested by Accelerated electrochemical chloride ion diffusion test method and the depth of carbonation shall be Nil after 24 hours when tested by Accelerated carbonation test. in addition to this percentage of water absorption should be 0.45 after 24 hours in immersion test at various locations in Bldgs complete all as specified and as directed. (Upto 4th storey height building) 340 All as per item No. 336.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 341 Material and labour for application of high efficiency polymeric resin base filmforming curing agent/compoundover concretesurface withmaximum coverage area 5.00 Sqm per litre or as per manufacturers instruction complete all as specified and as directed. (Upto 4th storey height building) 342 All as per item No. 338.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 343 Material and labour for providing and applying a flexible expansion joint membrane of minimum 150mm wide and 1mm thick, over the prepared joint using a two part epoxy adhesive. The minimum tensile strength of the membrane should be more than 12 N/mm2 and elongation at break should be more than 400%. The installation of the membrane should be carried out as per manufactures specification complete all as specified and as directed. (Upto 4th storey height building) 344 All as per item No. 340.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 345 Material and labour for Bore packing of all the Spouts to be done with grouting admixture mixes with Cement Concrete / Mortar @225 ml per bag of Cement oras per manufactures specification complete all as specified and as directed. (Upto 4th storey height building) 346 All as per item No. 342.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 347 Material and labour for applying Anti carbonation coating as per manufacturers specification of approved brand, manually by using brushes on the hardened concrete/ plastered surfaces after cleaning the surface and removing all loose particles, deposits etc. including one coat of primer and two coats coatings of Anti carbonation complete all as specified and as directed. (Upto 4th storey height building) 348 All as per item No. 344.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 349 Material & Labour for Carbon Fibre Wrapping, 450 GSM Providing and carrying outcarbon fibre wrapping using High Performance high strength, carbon fibre system for structural strengthening to Reinforced Concrete members as per following steps:-(i)Surface Preparation : Proper surface preparation to be carried out including cleaning, removal of loose material, dust etc, executing required repairing like epoxy injection grouting, polymer modified mortar, epoxy touching Putty , rounding off edges of structural members to 25mm etc. (ii) Application : Prepared substrate shall be primed with epoxy primer supplied in pack size 4 Lit (Base-4.1 kg and Hardener -0.46 kg) at a coverage of 8-10 m2/litre/coat, allow the primer to cure for 24 hours followed by application of first coat of wrapping supplied in pack size 5kg ( Base - 3kg and hardener - 2kg) (having Tensile strength >30 MPa; Elongation > 2.1% ; Fibre strength > 4900 MPa ; Fibre E-Modulus >230 GPa & Flexural Modulus > 1700 MPa when tested as per ASTM D638 Type I and ASTM D 790 & Glass Transition Temperature > 50 °C as per ASTM E 1356) to be carried out at a coverage of 3.5 to 4 m2/lit/Coat at around 250 microns WFT. (iii) cutting of Wrapping (available in standard roll width of 500 mm and roll length of 50 mtr & 100 mtr) in required size and wrap over wet saturant keeping minimum 150 mm overlap, rolling the same using hard roller to impragnent saturant and again applying second coat of saturant using suitable bush or roller etc, completing as per specification and as directed. Note:-Wrapping fabric used shall exhibit the following properties - fiber density of 1.8 g/cc, dry fibre thickness 0.40mm and shall have tensile strength > 4900 MPa ; tensile modulus > 230 GPa and ultimate elongation of 2.1%.The adhesion of the entire system (FRP Sheet, Saturant and primer combined) with concrete shall be > 3.5 MPa with concrete failure as per ASTM D 4541 complete as per specification and as directed. (Upto 4th storey height building) 350 All as per item No. 346.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 351 Material and labour for carry out waterproofing treatment to sound, moisture free concrete surface using Liquid applied single component pitch free polyurethane coating capable of bridging substrate cracks upto 2 mm. System includes proper surface preparation to remove loose dust, dirt, loose mortar, curing compound etc., and application ofWater dispersible epoxy primer followed by two coats of continuous, seamless,water and vapour proof membrane for concrete, coverage @ 2.0 kg/m2 to achieve 1.5 mm WFT in two coats followed by laying of separation layer of 120 gsm non-woven geotextile layer before carry out protection screed etc. complete including all tools and tackles as per manufacturer’s specification. Continuous, seamless,water and vapour proof membrane for concrete cured material shall be having crack bridging of 2 mm, Elongation (ASTMD 412) – >600 %, Tensile Strength (ASTM D412) –2.5 N/mm2, Recovery from Elongation (ASTM D412) – 95 %, 85% Solid Content, Tear Resistance (ASTM D624) – 15 Kn/m, Shore A Hardness (ASTM D2240) – 60, Water vapour transmission- 0.6 g/m2/hr, Water Permeability @ 5 Bar (BS EN 12390)-Nil, Service Temperature – -40°C to 70°C, Flash Point > 70 °C, Viscosity-60p, Specific Gravity-1.5. The item rate shall be including of all kinds of labour, tools & tackle, machineries, lead & lift, mathadi charges, curing, wastages, consumable, cleaning, shifting of debris outside the site premises, surface preparation, etc. complete as per design, drawing & instructions of EIC. Note:- Cost of 120 gsm non-woven geotextile and 75mm Screed concrete Shall be paid separately. 352 Supply & Laying Geotextiles of 120 Gsm over the waterproofing coating to avoid damage during screed casting complete as per specification and as directed. 353 Supply & laying of maximum 75 mm thick (at RW outlet) protective screed over the waterproof coating at proportion of 1:2:4 admixed with suitable integral waterproofing compound conforming IS 2645:2003 @ 200ml per bag of cement and reinforced with PP fibres with proper slope towards RW pipes. Green stage saw cutting on the screed will be done in panels (3m X 3m) with a groove size of 10mm X 15mm Complete as per specification and as directed. 354 Supply and fixing shear connector of 8mm dia & requisite length on the surface to be repaired for the bonding between old and new concrete as per the locations instructed by the Engr-in-Charge. The shear connectors shall be of L shape and welded with existing reinforcement at least 100mm in length @ 200mm c/c both horizontally and vertical followed by coat of epoxy Zinc primer as per manufactures specification complete all as specified and as directed. (Upto 4th storey height building) 355 All as per item No. 351.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 356 Material and labour for providing and inserting mild steel shear key bars/levelling gauges of required length and diameter in reinforced/plain concrete for drilling suitable holes in RCC Slab/ wall/ column/ beams total depthas directed for anchoring steel reinforcement bars including washing with water insertingin the holes at various location in G+3 Bldgsall as per manufactures specification complete all as specified and as directed. (Upto 4th storey height building) 357 All as per item No. 353.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 358 Material and labour for grouting in RCC walls and slabs by drilling holes @300 mm c/c upto half of the wall depth in zigzag manner using a drill machine and fixing a nozzle of 20mm dia, for injecting of cement or equivalent product till therefusal of injected groutmaterial (grouting operation pressure shall be in between 2 to 4Kg per sq cm) followed by cutting the exposed nozzle so as to make the wall/ slab free from the grouting pipe and to seal the gap with polymer modified mortarall as per manufactures specification complete all as specified and as directed. (Upto 4th storey height building) 359 All as per item No. 355.00 above but from 5 storied to 8 storied of building complete all as specified and as directed.Note For Sl item No 322.00 to 356.00 : Chemical Rehabuiltation work must be carried out by authorised Applicator of the manufacturer. 360 Taking down carefully aluminium/copper point wiring (light, fan, socket or power) complete, including fixtures and fittings such asswitches, ceiling roses, pendent, regulators, sockets, bell push, bell, light fittingsetc. removing serviceable materials to store for keeping in safe custody for reuse at site or for taking credit (Credit shall be made as per Schedule of credit), removing rubbish from the site and making good all disturbed surfaces of walls, floors etc. to match to the existing surfaces. 361 Material and labour for (concelaed Type) point wiring confirming to IS-694,1100 Volts grade ISI Marked including necessary chase cutting of wall for one light/fan/call bell point with 1.5 sqmmPVC insulated (FR-LSH) unsheathed copper cable multistranded conductor 1100 volts gradecontrolled by one way switchincluding 1.5 sqmm PVC (FR-LSH) insulated unsheathed copper cable multistrand conductor 1100 volts grade for continuity earth wire connected to common earth dolly drawn through and including PVC conduit (medium grade) with all accessoriesand sunk modular GI box(1.20mm thick) for mounting of fittings like switch, socket and fan regulator with modular inner plate and cover plate and making good the distrubed surfaces as per the existing complete all as specified and as directed by the Engr-in-Charge. Note: A. Red coloured cable shall be used for live connection,black coloured cable shall be used for neutral connection and greencoloured cable shall be used for earthing. Separate cable for earthing and neutral to be used for each individual circuit from the distribution board.B. The Rate of point wiring includes the following :-(i)Copper wire(ii)PVC Conduit with accessoreis(iii) Chase cutting(iv) other accessories such as modular GI box, modular inner plate and modular Cover plate etc. 362 .-Ditto- all as per item No 358.00 here-in-before butfor 3 pin 6 amps switch socket combination on the same board with 1.5 Sqmm cable and -ditto-. 363 .-Ditto- all as per item No 358.00 here-in-before butfor 3 pin 6 amps switch socket combination on the independant boardwith 1.5 Sqmm cable and -ditto-. 364 .-Ditto- all as per item No 358.00 here-in-before butfor one light point control by 2 way switch on the independent board with 1.5 Sqmm cable and -ditto-. 365 .-Ditto- all as per item No 358.00 here-in-before butfor one 5 pin 6/16 Amps switch socket combination on independent boardwith 2.5 sqmmPVC (FR-LSH) insulated un-sheathed copper conductor cable multistranded conductor 1100 volts grade and 2.5 Sqmm PVC (FR-LSH) copper conductor cable as earth continuity conductor and -ditto-. 366 .-Ditto- all as per item No 358.00 here-in-before butfor one 5 pin 6/16 Amps switch socket combination on independent boardwith 4.0 sqmmPVC (FR-LSH) insulated un-sheathed copper conductor cable multistranded conductor 1100 volts grade and 4.0 Sqmm PVC (FR-LSH) copper conductor cable as earth continuity conductor and -ditto-. 367 Supply and fixing switch socket combination 2 in 1, 5 pin 5 Amps, 240 VFlush type, complete all as specified and as directed. 368 Supply and fixing switch socket combination 2 in 1, 5/15 Amps, 240 Volts, flushtype universal complete all as specified and as directed. 369 Supply and fixing switch socket outlet 2 in 1, 5 pin 5 Amp,230 Voltsflush type complete all as specified and as directed. 370 Supply and fixing switch piano, flush type 5 Amps 240 Volt single pole, one way complete all as specified and as directed. 371 Supply and fixing switch piano, flush type 5 Amps 240 Volt single pole, two way complete all as specified and as directed. 372 Supply and fixing bell push, flush button single pole 6 amps 240 volts AC with polycarbonate bodycomplete all as specified and as directed. 373 Supply and fixing Calling Bell multi music type, complete all as specified and as directed. 374 Supply and fixingfan regulator electronic, flush type humming with (step type) polycarbonate body suitable to control speed of fan from 0 to 100% and connecting electrically complete all as specified and as directed 375 Supply and fixing Modular Socket outlet, 6 Amp, 3 pin combined 2 module, complete all as specified and as directed. 376 Supply and fixing Modular Socket outlet, 16 Amp, 3 pin combined 2 module, complete all as specified and as directed. 377 Supply and fixing Modular switch single pole, one way,6 Amp, 1 module, complete all as specified and as directed. 378 Supply and fixing Modular switch single pole, one way,16 Amp, 1 module, complete all as specified and as directed. 379 Supply and fixing Modular switch single pole, two way,6 Amp, 1 module, complete all as specified and as directed. 380 Supply and fixing ceiling rose surface bakelite three terminal65 x 50mm, PVC/Polycarbonate, isolated body 240 volts complete all as specified and as directed. 381 Supply and fixing lamp holder suitable for batten fittings complete all as specified and as directed. 382 Supply and fixing sub-main wiring with PVC insulated & unsheathed Four runs of 10 Sqmm single core multi stranded copper conductor cable (FRLSH), 1100 Volt grade alongwith two runs of10 Sqmm PVC insulated & unsheathed copper conductor cable (FRLSH), 1100 Volt grade, connected to common earth dolly asearth continuity conductor, drawn through 25mm bore PVC concealed conduit (medium grade) after and including taking down existing sub main wiring complete all as specified and as directed.Note : Four runs of 10 Sqmm, Two runs of 10 Sqmm cable and one run of conduit shall be measured as one unit. 383 Supply and fixing sub-main wiring with PVC insulated & unsheathed Four run of 6 Sqmm single core multi stranded copper conductor cable (FRLSH), 1100 Volt grade alongwith Two run of6 Sqmm PVC insulated & unsheathed copper conductor cable (FRLSH), 1100 Volt grade, connected to common earth dolly asearth continuity conductor, drawn through 25mm bore PVC concealed conduit (medium grade) after and including taking down existing sub main wiring complete all as specified and as directed.Note : Four runs of 6 Sqmm, Two run of 6 Sqmm cable and one run of conduit shall be measured as one unit. 384 Supply and fixing sub-main wiring with PVC insulated & unsheathed two run of 6 Sqmm single core multi stranded copper conductor cable (FRLSH), 1100 Volt grade alongwith one run of6 Sqmm PVC insulated & unsheathed copper conductor cable (FRLSH), 1100 Volt grade, connected to common earth dolly asearth continuity conductor, drawn through 20mm bore PVC concealed conduit (medium grade) after and including taking down existing sub main wiring complete all as specified and as directed.Note : Two runs of 6 Sqmm, one run of 6 Sqmm cable and one run of conduit shall be measured as one unit. 385 Supply and fixing sub-main wiring with PVC insulated & unsheathed two run of 6 Sqmm single core multi stranded copper conductor cable (FRLSH), 1100 Volt grade alongwith one run of6 Sqmm PVC insulated & unsheathed copper conductor cable (FRLSH), 1100 Volt grade, connected to common earth dolly asearth continuity conductor, drawn through PVC Casing Caping of suitable size after and including taking down existing sub main wiring complete all as specified and as directed.Note : Two runs of 6 Sqmm, one run of 6 Sqmm cable and one run of conduit shall be measured as one unit. 386 Supply and fixing sub-main wiring with PVC insulated & unsheathed two run of 4 Sqmm single core multi stranded copper conductor cable (FRLSH), 1100 Volt grade alongwith one run of4 Sqmm PVC insulated & unsheathed copper conductor cable (FRLSH), 1100 Volt grade, connected to common earth dolly asearth continuity conductor, drawn through 20mm bore PVC concealed conduit (medium grade) after and including taking down existing sub main wiring complete all as specified and as directed.Note : Two runs of 4 Sqmm, one run of 4 Sqmm cable and one run of conduit shall be measured as one unit. 387 Supply and fixing sub-main wiring with PVC insulated & unsheathed two run of 2.5 Sqmm single core multi stranded copper conductor cable (FRLSH), 1100 Volt grade alongwith one run of2.5 Sqmm PVC insulated & unsheathed copper conductor cable (FRLSH), 1100 Volt grade, connected to common earth dolly asearth continuity conductor, drawn through 20mm bore PVC concealed conduit (medium grade) after and including taking down existing sub main wiring complete all as specified and as directed.Note : Two runs of 2.5 Sqmm, one run of 2.5 Sqmm cable and one run of conduit shall be measured as one unit. 388 Supply and fixing as in replacement vertical MCB DB TPN 4 ways (double door) IP-43, IK-9 protection with TP/FP MCCB incommer and TPN/SPN MCB as outgoing including bus bar neutral link, earth bar and din rail, recessed with wall surfaces by chase cutting and making good surfaces of wall complete all as specified and as directed. 389 Supply and fixing as in replacement MCB DB TPN 4 ways (double door) IP-43, IK-9 protection with MCB incommer including bus bar neutral link, earth bar and din rail, recessed with wall surfaces by chase cutting and making good surfaces of wall complete all as specified and as directed. 390 Supply and fixing as in replacement MCB DB SPN 12 ways double door including bus bar neutral link, earth bar and din rail,recessed with wall surfaces by chase cutting and making good surfaces of wall complete all as specified and as directed. 391 Supply and fixing as in replacement MCB DB SPN 8 ways double door including bus bar neutral link, earth bar and din rail,recessed with wall surfaces by chase cutting and making good surfaces of wall complete all as specified and as directed. 392 Supply and fixingas in replacement Single pole and neutral sheet metal enclosure (IP 42 protection) with a two pin and earth plug and socket complete with one single pole MCB 20 Amps complete all as specified and as directed. 393 Supply and fixing as in replacement MCCB triple pole and neutral (Four pole) 160 Amp, 415 volts, 50 Hz, having thermal setting range 70% to 100% and fixed magnetic setting and breaking capacity 25 KA including making incoming and outgoing connections complete all as specified and as directed. 394 Supply and fixing as in replacement 63 Amps, TPN, 240 Volt C series, breaking capacity 10 KA complete all as specified and as directed. 395 Supply and fixing as in replacement MCB 6 to 32 Amps, SPN, 240 Volt C series, breaking capacity 10 KA complete all as specified and as directed. 396 Supply and fixing as in replacement MCB 40 to 63 Amps, SPN, 240 Volt C series, breaking capacity 10 KA complete all as specified and as directed. 397 Supply and fixing as in replacement MCB 6 to 32 Amps, SP, 240 Volt C series, breaking capacity 10 KA complete all as specified and as directed. 398 Supply and fixing 1 X 10Watt, 230V LED Lamp with B-22 base suitable for holder fittings complete all as specified and as directed. 399 Supply and fixing as in replacement for LED 18W surface mouted square led downlighter deigned in Polycarbonate hosing with inbuilt driver and revolutionary flicker controlled technology to reduce harmful invisible flicker present in LED lighting sources including connecting up with three core flexible copper conductor cable of suitable size from ceiling rose complete all as specified and as directed. 400 Supply and fixing as in replacement for LED tube light fitting 1 X 20Watt, 230V, 1200mm, 6500Kwith aluminium housing & integrated electronic driver fixingon PVC/wooden round block including all accessories and connecting to celling rose complete all as specified and as directed. 401 Supply and fixing as in replacement for LED tube light fitting 1 X 10Watt, 230V, 600mm, 6500Kwith aluminium housing & integrated electronic driver fixingon PVC/wooden round block including all accessories and connecting to celling rose complete all as specified and as directed. 402 Supply & fixingas in replacement Surface mounted LED bulk head light fitting 9/10W, IP66, Iumen output >65 lum/watt, color temp 5700- 6500K,CRI>70, THD<20%, PF>0.9, operating voltage 220-240 V in high pressure die cast aluminum housing in polycarbonate cover with clear prismatic diffuser and lamp holders etc complete making connections, complete all as specified & directed. 403 Supply and fixingas in replacement for 2 x 2 surface mounting LEDluminarie 40 W after mounting white powder coated CRCA housing with high power LEDs, plane front frame with translucent cover fixed to the housing including LED lamp, other accessories and necessary electric connection complete all as specified andas directed. 404 Supply and fixingas in replacementfor Compact building security lighting luminaires with deep drawn housing for single 60 Watt LED, 5700K with toughened glass protection, electronic driver, pressure die cast aluminium housingIP66,with epoxy white powder coated and fixing bracket made of 32mm bore galvanised iron light grade pipe made to shape having overall length 1.5 mtr ,fixed over the vertical wall through two numbers mild steel clamp of 25mm width ,3mm thick MS flat strip and four Nos nuts,bolts & washers of 12mm dia ,150mm long grouted into wall complete all as specified andas directed. 405 Supply, installaion, testing and commissioning Electric kitchen chimney, auto clean type with Baffle filters, minimum length 90cm (suitable for 3 to 5 burner stove) with minimum suction capacity 1425 m3/hour, touch control panel, noise level not less than 58db including exhaust duct with alll fixing accessories and making hole on the wall for passing the exhaust duct complete all as specified and as directed. 406 Taking down ceiling/ Exhaust fan of any sweep carefully from its original installed position, dismantling complete, cleaning all dust, applying grease for bearing, changing of minor spare parts to make it serviceable, painting of fans complete with superior quality synthetic enamel paint by spraying including filling cavities with filler after cleaning all dust, reassembling the fan and blades, hanging/fixing the fan in its original position and testing on completion complete all as specified and as directed. 407 Supply and fixing PVC exhaust fan 200mm sweep size (latest 5 star rated as per BEE) with louvers, AC, Single phase 230/240 volts 1400 RPM and connecting with 1.5 Sqmm, 3 Core flexible copper wire from ceiling rose to fan after and including cutting/making opening of walls and making good the disturbed surfaces completeall as specified and as directed. 408 Taking down geyser, of any type and Refixing the same after completion of civil work complete all as specified and as directed. 409 Supply and fixingair termination, single pointed, aluminium rod 12mm dia and 300mm longwith all accessories required for fixing/mounting on 20mm GI pipe including taking down old unserviceablematerials and make good the disturbed surface complete all as specified and as directed. 410 Supply & fixing Test point box of suitable size including terminal block made of gun metal or phosphorus bronze size 75x75x25mm drilled and screwed including 3 nos. 8mm dia 25mm long hex. head screw and connected with earthing strip including taking out old unserviceable materials and make good the disturbed surface complete all as specified and as directed. 411 Supply & fixing single aluminium strip of size25 x 3 mm aluminium in proper positon saddles and fixing screws for roof (ring) conductors to the building air termination point as required after and including taking out old unserviceable materials and make good the disturbed surface complete all as specified and as directed. 412 Supply & fixing single galvanised strip of size32x6 mm galvanised iron in proper positon saddles and fixing screws for roof conductors and down conducrors from top to the building air termination point to the test points of the building as required after and including taking out old unserviceablematerials and make good the disturbed surface complete all as specified and as directed. 413 Materials and labour for earthing complete with galvanised iron earth plate electrode 600 mm x 600 mm x 6 mm thick, burried directly and preferably vertically in ground, earth pit not less than 2.25 Mtr deep below ground level with top edge of the plate not less than 1.5 m below ground level connetced with galvanised wire of 4mm diaby means of nuts, bolts, check nuts and washers made of galvanised iron or steel earthing lead to be protected by galvanised iron pipe of 15mm bore (light grade) and other end connected to earthing test point or lightening arrestor or main controlling switch as directed including providing funnel with 20mm bore galvanised iron pipe (medium grade), wire mesh, charcoal or coke and common salt in alternate layer of 15cm (compacted thickness) all round the earth electrode, concrete earth pit in PCC (1:3:6) type C-1 (with 20mm graded aggregate), 50mm thick precast RCC (1:2:4) cover slab (re-inforced with 8mm dia TMT bar @ 15 cm C/C bothways and suitable handle made of 10mm dia) including necessary earth work in excavation, returning filling and removal of surplus earth upto a distance not exceeding 50 m etc all as shown on electrical plate No. 3 of MES Schedule Part-I(2009) complete including testing on completion and taking down old unserviceable materials complete all as specified and as directed. 414 Taking Down Carefully XLPE cable of size of any size from trench/surface including making good disturbed surface of walletc complete all as specified and as directed. 415 Supply and laying under ground XLPE insulated PVC sheathed (Heavy duty) armoured 1100 volts grade aluminium conductor cable of size 16 Sqmm 4 core laid in trenches/ fixed to wall as per IS 7098 (Part I) including connection cable glands, aluminium lugs etc complete all as specified and as directed. (Note: Used for Bldg panel to TPN Connection.)
Contract Date: Oct 28, 2025 Contract Value : ₹ 11.75 Crore
Statutory Bodies & Commissions/Committees No of Bidders 11
West Bengal View Result →
32.
Public Administrative Department #8150233 AOC
Tender For Construction Work Of Building For Public Use In Development Block Hariyawan - 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 as per SI.No. 2.8.1 2 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 as per SI.No. 2.35.3.1 3 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. (Under Floor) as per SI.No. 2.25 (a) 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-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) As per SI no. 4.1.8 5 Brick work with common burnt clay (non modular) bricks of class -150in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) as per SI No- 6.1.2 6 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 in :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) as SI No-5.1.2 7 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) Upto Plinth Lvl as SI No-5.1.2 8 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)Above Plinth Lvl as SI No-5.2.2 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 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) Upto Plinth Lvl as SI No-5.1.2 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 aggregate 20 mm nominal sizederived from natural sources). Above Plinth Lvl as SI No-5.3 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-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). as per SI No. 5.3 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-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). (Slab) as per SI No. 5.3 13 Steel reinforcement for R.C.C. work ready to use cut and bend rebars of approved make from factory/workshop to construction site including placing in position and binding all complete in Thermo-Mechanically Treated bars of grade Fe-500D or more. As per SI. No.- 5.22 B.1 14 Brick work with common burnt clay bricks of M-150 Class in super structure above plinth level upto floor V level in all shapes and sizes in cement mortar 1:6 ( 1 cement : 6 coarse sand ) as per SI no 6.4.2 15 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.In grantings, frames, guard bar, ladder, railing, brackets, gates and similar works as per SI no. 10.25.2 16 Providing and fixing factory made uPVC white colour casement/casement cum fixed glazed windowscomprising of uPVC multi-chambered frame, sash and mullion (where ever required) extruded profilesduly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process ofrequired length (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriatedimension, EPDM gasket, stainless steel (SS 304 grade) friction hinges, After fixing frame the gap between frame and adjacent finished wall. DSR 9.147A 17 Providing and fixing false ceiling at all heights with integral densified calcium silicate reinforced with fibre and natural filler false ceiling tiles of Size 595x595mm of approved texture, design and patterns as per CPWD Specification 2019, to be laid in true horizontal level 18 15 mm thick cement plaster of mix 1:6 ( 1 cement & 6 course sand ) Inner Side as per IS 13.5.2 19 12 mm thick cement plaster of mix 1:6 ( 1 cement & 6 course sand ) Outer Side as per IS 13.4.2 20 15 mm thick cement plaster of mix 1:4 ( 1 cement & 4 coarse sand )Below Plinth as per IS 13.5.1 21 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone ) finished with floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. 40 mm thick floor 20 mm nominal size stone aggregate. As SI No. 11.3.1 22 Providing and fixing 1st quality ceramic glazedwall 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. as per SI no. 11.37 A 23 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 as per SI no 11.41.2 24 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 as per Sl no. -13.41.1 Two Coats 25 Finishing walls with Acrylic Smooth exterior paint of required shade: New work (Two or more coats applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) as per Sl no. -13.46.1 Two Coats 26 Providing and applying white cement based putty of average thickness 1 mm of approved brand and manufacturer,over the plasterd wall surface even and smooth surface as per Sl no. -13.80 27 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-chargeWith average thickness of 120 mm and minimum thickness at khurra as 65 mm. as per SI no. -22.7.1 28 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. As per SI- 12.41.2 29 Centering and shuttering including stutting, propping etc. and removal of form.Beam /Band as per SI- 5.9.5 30 Centering and shuttering including stutting, propping etc. and removal of form.Column as per SI- 5.9.6 31 Centering and shuttering including stutting, propping etc. and removal of form.Foundation as per SI- 5.9.1 32 Centering and shuttering including stutting, propping etc. and removal of form.Slab as per SI- 5.9.3 33 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. 34 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 35 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 36 Add for Invertor wiring in wiring point for Light/Fan/Plug with 1.5 mm Cu Wire. 37 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. 38 SupplyingandfixingsuitablesizeGIboxwithmodularplateandcoverinfronton surfaceorinrecess,includingprovidingandfixing6pin5/6&15/16Amodular socket outlet and 15/16 A modular switch, connections etc. as required. 39 Supply and fixing ofLED Tube Light batten fittingsuitable for up to 1 X 22 watt LED tube light on surface complete in all respect. - CAT-AAA 40 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 deliveryminimum 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 ACSupply, earthing etc. complete as required. 41 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. 42 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. 4 way (4 + 12), Double door 43 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.6 way (4 + 18), Double door 44 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. Double pole 45 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. 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
Contract Date: Oct 25, 2025 Contract Value : ₹ 12.69 Lakh
Government Departments No of Bidders 2
Uttar Pradesh View Result →
33.
Defence #8132761 AOC
Tender For Spl Repair To Bldgs No T-112 (Gd Room), P-22, P-24, P-34 And P-194 (Store) At Mil Stn Ratnuchak Under Ge Kaluchak.; 1 Taking down chowkhats or frames area not exc. 1.50 Sqm each with shutters (without taking off shutters from the frames) and removing from site complete all as specified. (The disturbed surface during taking down shall be made good by the contractor without any extra cost for fixing new one ofany description. No extra cost is permissible for the material and labour for making good the disturbed surface, complete all as specified and directed. 2 Taking down chowkhats or frames areaexceeding 1.50 Sqm but not exceeding 4.00 Sqmeach with shutters (without taking off shutters from the frames) and removing from site complete all as specified. (The disturbed surface during taking down shall be made good by the contractor without any extra cost for fixing new one ofany description. No extra cost is permissible for the material and labour for making good the disturbed surface, complete all as specified and directed. 3 Demolition of cement concrete (un-reinforced) in ground floor and paving not exc. 15 cm thick (Below or above ground level) complete all as specified and directed. 4 Demolition of brick work or stone / bouldermasonry includingall quoins, arches, pillars, etc. built in cement mortar or cement lime mortar complete all as specified and directed. 5 Demolitionof Stone slabs and tiles of any description or thickness in floors, aprons etc.complete all as specified and directed. 6 Taking up or down 15 mm bore steel water tubing and connection, including cleaning for refixing or removal to store complete all as specified and directed. 7 Taking up or down 20 mm bore steel water tubing and connection, including cleaning for refixing or removal to store complete all as specified and directed. 8 Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing) including removing the rubbish off the premises complete all as specified and directed. 9 S & F of solid PVC door frame of size 50 mm X 47 mm made out of 5 mm plain coloured PVC sheet reinforced with mild steel square tube as per specification and drawing given on MES schedule Part – II (2010) complete all as specified and directed. 10 S & F of factory Made Solid PVC Moulded Door Shutter, 28 to 30mm thick (stiles) with particle board core an 2, 4, or 6 raised panel design with 2mm thick Moulded PVC Sheet on the front face & 2mm plain colour PVC sheet on back face, supplying & fixing in frame at site as per specification & drawing complete all as specified and directed. 11 S & F of 200mm long aluminium anodised barrel tower bolt of extruded section complete all as specified and directed. 12 S & F of 300 mm long (Length of bolt) aluminium alloy, anodised, sliding door bolt with hasp, staple (bolt type) and fixing clips of sheets, cast or extruded sections and fixing bolts and sliding bolt of extruded sections or cast aluminium alloy complete all as specified and directed. 13 S & F of 150 mm long anodised aluminium handle, cast type complete all as specified and directed. 14 S & F of 100 mm long mild steel butt hinges, medium weight cold rolled complete all as specified and directed. 15 Material & labour for RCC chajja/ fascia/ parapet repair by using following steps:-(a) Removal of existing concrete alongwith loose damaged and cracked concrete/ over concrete from chajjas etc, exposing corroded steel reinforcments upto a depth of 10mm minimum behind the reinforcement by chipping/ hacking with chisel and hammer or by mechanical means like chisel hammer, pneumatic hippers including high pressure water jetting to chipped concrete and reinforcement all as directed by Engineer-in-Charge Hard concrete shall not be removed. However if the rebar is corroded, concrete around it shall be removed.(b) Cleaning the surface of reinforcment bars from dust by using wire brushes and dry cloth and applying FOSROC Rebakleens RR- Rust Remoer or equivalent using small brush and allow to react it for 16-24 hrs.(c) Providing and applying two coats of FOsroc Nitozinc Primer- two component, zinc rich epoxy, anti- corrosive protective coating or equivalent by brushes to the exposed and cleaned rebars with an interal of 45 minutes to 1 hour @ 40 microns DFT/ Coat and allowed to completely dry for 24 hours all as directed by Engr-in- Charge.(d) Cleaing the concrete surface thoroughly once again using wire brush and applying one liberal coat of Fosroc Nitobond EP- two component Epoxy bonding agent or equivalent to the parent concrete with brush.(e) Proving and appying 50mm thick Renderoc SP-40- or equivalent Polymer modified single component, alkaline resistant fibre reinforced. thixotropic, cementitious patch repair mortar after mising of Renderoc SP 40 orequivalent with recommended qty of water using slow speed drill fitted with mixing paddle and then applying the same to prepared surface and finishing the same with trowel carefully compacting the same around the rebars and finishing to bring it in line with existing concrete surface all as directed by Engr-in-Charge.Note: Item rate is inclusive of all materials, labour tools and plants scaffolding and transportation etc complete as per specifications and as directed by Engr -in- Charge. 16 M & L for providing cement concrete 1:2:4 (Nominal Mix) type B-1, using 20 mm graded stone aggregate, as in bed blocks complete all as specified and directed. 17 S & F of pressed steel frames of size 125mmx60mm made of 1.25mm thick MS sheet for doors with one or more rebates including necessary fixing lugs, hinges, lock strike plate., complete all as specified & directed. NOTE : PCC for filling of hollow portion shall be measured and paid for separately. 18 M & L for providing plain cementconcrete type C-0, 1:3:6, (using 12.50 mm graded stone aggregate), as infilling of pressed steel door frames/chowkats complete all as specified and directed. 19 S & F of 35mm thick 2ndclass hard wood (Sal/Hollock), glazed and skeleton shutters (factory made), open rebated and prepared to receive glass or gauge etc., (without sash bars), edges of framing plain, chamfered or rounded, fitted with cut and mitred beads for securing glass etc., size of members of shutters as specified in clause 8.24 (a) of SSR Part-I, complete all as specified and directed. 20 S & F of 30 mm thick flush shutter solid core construction with block board core and plywood face panels commercial type on both faces complete all as specified and directed. 21 S & F of 300 mm mild steel ordinary rat tail, rod pattern springs including roller and roller plate complete all as specified and directed. 22 S & F of 150 mm size (Overall length of cover plate) floor door stopper of aluminium alloy body and tongue, anodised, with hard drawn steel spring complete all as specified and directed. 23 S&F in repair drapery fancy type curtain rod shall be 20 mm dia of stainless steel rod, including all fixing arrangement complete all as specified and directed. 24 M&L for Coloured non skid ceramic tiles 300x300x7to 8 mm thick (pattern consists combination of two or more tiles) laid in floor over and including 15mm thick screed bed or bedding layer of cement 1:4 set and jointed in neat cement slurry and pointed in white cement to match the colour of tiles, (The colourshade and pattern shall be approved by GE and no extra cost shall be allowed for removing and refixing and necessary cutting of door etc in any during execution of work) complete all as specified and directed. 25 M&L for Coloured glazed ceramictiles 450x300x7 to 8 mm thick laid in vertical surface/skirting and dado over and including 10 mm thick rendering in cement 1:4 set and jointed in neat cement slurry and pointed in white or coloured cement to match the colour of tiles, (The colourshade and pattern shall be approved by GE and no extra cost shall be allowed for removing and refixing and necessary cutting of door etc in any during execution of work) complete all as specified and directed. 26 M & L Non - skid Ceramic joint free colouredtiles 7 to 8 mm thick (square/ rectangular) area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm, in floor etc. set and jointed in neat cement slurry and pointed in white orcoloured cement to match over and including 15mm thick screed bed or bedding layer of cement 1:4 complete all as specified and directed. 27 M & L Non - skid Ceramic joint free colouredtiles 7 to 8 mm thick (square/ rectangular) area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm, in skirting/dado etc. set and jointed in neat cement slurry and pointed in white orcoloured cement to match over and including 10mm thick backing coat in cement 1:4 complete all as specified and directed. 28 Cutting chases, pinning through brick wall in, making good to facing where required and pointing in cement mortar 1:3 to ends or edges of landings, steps, cills, sunshades, lintels, shelves etc, and cutting chases for concealed water tubing or concealed conduit wiring etc, and making good on brick walls, cutting not exc. 10 cm in girth complete all as specified and directed. 29 S&F 15mm nominal bore of pipe in walls, and ceiling or laid in floors, jointing and testing galvanised mild steel water tubing “medium grade” with and including all fitting (such as bends, elbows, tees, short pieces connectors, back nuts, diminishing pieces, capas, plugs and union etc) complete all asspecified and directed. 30 S&F 20 mm nominal bore of pipe in walls, and ceiling or laid in floors, jointing and testing galvanised mild steel water tubing “medium grade” with and including all fitting (such as bends, elbows, tees, short pieces connectors, back nuts, diminishing pieces, capas, plugs and union etc) complete all asspecified and directed. 31 S&F 15 mm bore angle stop valve cast copper alloy,CP with capstan heads, fancy type any colour high pressure screwed for iron pipe and fixed complete all as specified and directed. 32 S & Fof 15 mm bore fancy type, chromium plated stop valve, with long shank and cup (Concealed Type) cast copper alloy, screwed down, high pressure with crutch or butterfly handle, screwed both ends for iron pipe or for unions complete all as specified and directed. 33 S & F in repair 15 mm bore chromium plated,fancy type bib tap, cast copper alloy with capstan heads,screwed down, screwed for iron pipe or for brass ferrule complete all as specified and directed. 34 S & F in repairs water closet vitreous china squatting pan ‘Orrisa’ pattern size 580 X 440 mm white with integral foot rests (excluding flushing cistern and flush pipe) including connection to trap and flushing pipe, anti-syphonic pipe etc. with and including setting the trap and pan in lime concrete bedding (one lime, two sand or surkhi and 5 aggregate) minimum 150 mm thick alround and finished just below level of rim of pan to receive the floor finishes complete including making good floor complete all as specified and directed. 35 S & F of vitreous china, wash hand basin, flat back, white of size 550mmx450mm including brackets, brass CP waste coupling 32mm dia with long screwed shank and fly nuts, chain and plug, porcelain stopper including cutting for and pinning in ends of brackets or erecting stand, fixed in repairs, complete all as specified & directed 36 S & F in repairpolymer white (polypropylene Delrin and ABS) low level flushing cistern 10 litre capacity valve less, syphonic action type, complete with inlet, ball valve, float valve, bends, brackets, flush pipe, brass screws, handle etc complete having BIS description mark with IS: 7231 with and including 32 mm bore PVC flush pipe of suitable length complete all as specified and directed. 37 S & F in repairs 450 mm long PVC connection with two Nos. PTMT nuts internally threaded and PVC washer suitable for 15 mm bore pipe line complete all as specified and directed. 38 S & F of 15 mm bore pillar tap, cast copper alloy, with capstan heads, chromium plated, screwed down high pressure, with or without lettered HOT or COLD’ with long screwed shank and fly nuts, screwed for iron pipe complete all as specified and directed. 39 S & F of chromium plated shower roses with or without swivel joints, any size, including fixing to steel pipe or union size 125 mm complete all as specified and directed. 40 S & F of 100 mm dia chromium plated grating doom with waste hole complete all as specified and directed. 41 S & F of 110 mm dia PVC (SWR) floor trap plain with grating including jointing with solvent cement complete all as specified and directed. 42 S & F of 110 mm bore PVC (SWR) pipe single socketed, in any length with rubber ring joint fixed to wall /floor, i ncluding dismantling existing pipes of any descrsiptioncomplete all as specified and directed. 43 S & F of 75 mm bore PVC (SWR) pipe single socketed, in any length with rubber ring joint fixed to wall /floor, i ncluding dismantling existing pipes of any descrsiptioncomplete all as specified and directed. 44 S & F of 110 mm bore PVC (SWR) bend any radiuswith or withexcess door complete all as specified and directed. 45 S & F of 75 mm bore PVC (SWR) bend any radiuswith or withexcess door complete all as specified and directed. 46 S & F of 110mm bore PVC (SWR) Slottedvent cowl complete all as specified and directed 47 S&F 600mmx450mm bevelled edge mirror of selected quality glass 4 mm thick, 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. 48 S & F of Factory made box type steel windows for desert coolers, comprised of tubular frame and shutters made out of 1.25mm thick MS sheet tube with double side shutters (Wire Gauged shutter and Glazed Shutter), side hung shutters with MS handles and MS stays dovetailed or welded including 02 nos MS Tower Bolt 150mm long for each leaf, 8 mm square guard bars at spacing as shown in drawings, MS flat iron frame work, MS hinges, tarred hold fast,PCC 1:2:4 type B1 as in bed of hold fast, 01 No. per leaf of stopper of 100mm size, one coat of red oxide zinc chrome primer etc, complete all as specified and shown as drawing No. CEPZ/TD-032/13 sheet 1/2 to 2/2.NOTE : a). Wire cloth and Sheet glass shall be measured and paid seprately under respective items.b). Rate of both type of shutters is inclusive in the quoted rate. 49 S & F steel ventilator with top hung shutter including hinges, steel peg stay, complete including one shop coat of red oxide zinc crome primer, complete all as specified & directed. complete all as specified and directed . 50 S & F repairsoapdish brass chromium plated, fancy type fixed to wallwith rawl plugs andchromium plated brass screws complete all as specified and directed. 51 S & F in repair20 mm dia brass chromium plated tubular towel rail D type 60 cm long between flanges, including one pair of fixing brackets complete all as specified and directed. 52 S & F of 500 Litre capacity rotational moulded polythene water storage tanks (cylindrical vertical with closed top) of specifications as per MES Schedule 2009, Part – I and hoisted, fixed in position, including dismantling of existing tank of any description and S& F 20 mm ball PTMT Ball valve high pressure with epoxy coated aluminium rod andhigh density plastic abll screwed foriton pipe,complete all as specified and directed. 53 S & F 20 mm bore gun metal globe or gate valve, with iron wheel head, quarter tun type, screwed both ends for iron pipe complete all as specified and directed. 54 M & L for brick work with sub class ‘B’ old size bricks straight or curved on plan exc. 6.00 m mean radius built in cement mortar 1:6 complete all as specified and directed. 55 Taking down cement or cement lime plaster from brick or stone walls etc. including raking out joints, hacking for keys, scrubbing down with water etc. complete all as specified and directed. 56 M & L for 15 mm thick rendering on fair faces of brick work or concrete surfaces with cement mortar 1:6 finished even and smooth with neru finish to plaster work complete all as specified and directed. 57 M & L for 15 mm thick rendering on fair faces of brick work or concrete surfaces with 10 mm thick in cement mortar 1:6 and 5mm thick cement mortar 1:4 finished even and smooth without using extra cementusing integral water proofing compound as per manufacturer,s instructions , complete all as specified & directed. NOTE:-Integral water proofing compound shall be measured & paid seprately. 58 Supply only water proofing compound ( (Liquid)complete all as specified. 59 M & L for 75 mm thick cement concrete 1:3:6 type C-1, using 20 mm graded stone aggregate as in plinth protection laid to slop of 1:12, finished surface even and fair without using extra cement with and including all necessary form work to divide the area in panels, finishing exposed edges fair or rounding or chamfering where directed and providing 6 mm thick joints through out the thickness of plinth protection duly filled with mastic filling (one part of hot bitumen 85/25 and three part of fine sand by weight) complete all as specified and directed. 60 M & L for complete removal of old finishes from walls by scrapping, rubbing down, with sand paper to have even and smooth surfaces and applying two coats of oil bound distemperover a coat of 3 mm thick wall care putty with alkali resistant primingpaint, complete all as specified and directed.NOTE:-The work will be carried out upto triple storey buildings and the cost of scaffolding is also included in this items 61 M & L for preparing newlyplasteredwall surfaces and applying two coat of oil bound distemperover a coat of 2 mm thickbirla wall care putty complete all as specified and directed. 62 M & L for preparation of new or previously untreated wooden surfaces exc. 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of pink primer complete all as specified and directed. 63 M & L for preparation of steel surfaces over 10 cm width or girth and applying two coats of synthetic enamel paint over one coat of red oxide primer complete all as specified and directed. 64 M&L for preparing newly plasteredwall surfacesup to 10 metre heightand applying two coats of‘Weather coat’over one coat of primer, using mechanical vaccume machine complete all as specified and directed. 65 M&L for complete removal of existing treatment from walls upto 10 metre height, finishing the undulated surfaces bu cement putty andapplying two coats of‘Weather proof paint’over one coat of primer, using mechanical vaccume machine complete all as specified and directed.Note :-The concerned items should be executed by OEM authorized applicator after signing of MOU (format attached as Appendix AB on page no. 95of tender documents as per Sch A Note No 19 Page No 17). Non uploading of MOU by the bidder shall lead to rejection of bid during technical evaluation. 66 S & F of 3mm thick plain, ordinary quality sheet glass and glazing with oil putty or fixed with beads in square not exc. 0.5 sqm in each pane complete all as specified and directed. 67 Excavation in trenhes, not exceeding 1.5m wide and exceeding 1.5m depth and not exceeding 3m for foundation manholes, etc and getting out in any type of soil complete all as specified and directed. 68 S & F of 3 mm thick figured glass, pin head type and glazing with oil putty in squares n exc 0.5 sq. m in each pane with oil putty or fixed with beads complete all as specified and directed. 69 S & F of stainless steel wire cloth, 0.56 mm nominal dia of wire and average width of aperture 1.18mm and fixedwith tinned tacks, or galvanised wire staplescomplete all as specified and directed. 70 Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footparth, 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 and including 50mm thick compacted bed of fine 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 specified and directed. 71 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. complete all as specified and directed. 72 M & L for 75 mm thick cement concrete 1:4:8 type D-2, using 40 mm graded stone aggregate as in subbase complete all as specified and directed. 73 Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in any type soil complete all as specified and directed. 74 Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc. 25 cm thick in each layer as in soil complete all as specified and directed. 75 Removing surplus excavated material (SOIL) to distance not exc. 50 m and depositing where directed at a level not exc. 1.50 m above the starting point complete all as specified and directed. 76 Demolition and breaking up drain pipes of any size (salt glazed stoneware,PVC/ AC or reinforced concrete) set in cement mortar complete all as specified and directed. 77 M & L for cement concrete 1:3:6, type C-2 (using 40 mm graded stone aggregate) as in bed to drain pipes of 150 mm bore including packing under and haunching against the sides of pipeafter they are laid and tested complete all as specified and directed. 78 M & L for 150 mm dia DWCPE (SN8) HDPE pipes, laid in trenches on PCC bed, jointedas per manufacturers instructions, complete all as specified & directed.Note : Earthwork, PCC bed/ haunching shall be measured and paid for seperately under respective items. 79 Demolition ofreinforced cement concrete in any position and any description including cutting of reinforcement bars to facilitate demolition complete all as specified and directed. 80 M & L for providing plain cement concrete, type D-2, 1:3:6 (using 40 mm graded stone aggregate) as in sunken, filling and mass concrete complete all as specified and directed. 81 M & L for providing plain cementconcrete type B-1, 1:2:4, (using 20 mm graded stone aggregate), as inbenching,water throughtsetc and the like including weathering, slightly rounded or chamfered angles & throating as directed including necessary form work as required complete all as specified and directed. 82 M & L for providing reinforced cement concrete 1:2:4 (Nominal Mix) type B-0, using 12.50 mm graded stone aggregate, in lintels upto 1.5m clear span, 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 platesetc and the like including weathering, slightly rounded or chamfered angles & throating as directed including necessary form work as required complete all as specified and directed. 83 M & L for providing pre-cast cement concrete landing, cover slabs, chullah hoods, chajjas, shelves and similar items with plain faces in cement concrete 1:2:4 type B-1, using 20 mm graded stone aggregate and setting in cement mortar 1:6 complete all as specified and directed. 84 M & L for mild steel TMT bars 10 mm dia and over, cut to length, bent to shape required including cranking, bending spirally for hooping for columns and binding with and including mild steel wire (annealed) not less than 0.9 mm dia securing with clips complete all as specified and directed. 85 M & L for providing PCC complete in cement concrete 1:2:4 type B-0, using 12.5 mm graded stone aggregate as in roof padding, complete all as specified and directed. 86 Complete removal of the existing roof treatment including brick tiles and mud phuska (if existing) of any description etc including grubbing up of tree roots,preparation of the concrete roof surfaces by scrubbing down with steel brushes and cleaning with water all loose dirt/dust with water complete all as specified and directed. Treatment complete all as specified & directed :- 87 M & L Applying 1st course of bitumenous primer conforming to IS-3384 @ 0.4 Kg/Sqm over the screed bed complete all as specified & directed 88 M & L Applying 2nd course of applying evenly a tack coat of industrial bitumen 85/25 at the rate of 1.2 kg per sqm including cleaning surfaces complete all as specified & directed 89 M & L Applying 3rd course of APP based polymeric membrane minimum weighing 3kg/sqm and minimum 3 mm thick reinforced with polyster non wove fabric (wt not less than 150 gms/sqm) land on primed surface by forced application complete all as specified & directed 90 M & L Applying 4th course of a coat of blown type bitymen of grade 85/25 heating to a working temperature of 180 degree and applied complete all as specified & directed 91 Taking down shutters of any description exc. 1 sqm and not exc. 2 Sqm each, complete all as specified & directed. 92 S & F of aluminum (die cast) body door closer hydraulically regulated,designation No. 3,universal type, suitable for door shutters of 851 to 1000 mm in width and of weight between 61 to 80 kgand fixed complete all as specified and directed. 93 S & F for Vitrified lightshade Ceramic tiles 9-10 mm thick (square/ rectangular) polished, area of each tiles not exceeding 0.36 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match over and including 15mm thick screed bed or bedding layer of cement 1:4complete all as specified and directed. 94 S & F for Vitrified light shade Ceramic tiles 9-10 mm thick (square/ rectangular) polished, area of each tiles not exceeding 0.36 sqm, as on vertical surface of wall such as skirting, dado, riser etc., set and jointed in neat cement slurry and pointed in white or coloured cement to match over and including 10mm thick rendering of cement 1:4 complete all as specified and directed. 95 M & L Non - skid joint free Ceramic tiles 7 to 8 mm thick (square/ rectangular) 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 over and including 15mm thick screed bed or bedding layer of cement 1:4 complete all as specified and directed. 96 M & L for 20 mm thick granite (of any type and shade) 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 including necessary cutting, grinding, rubbing, polishing rounding to exposed edgesand laid over 15 mm thick screed bed or bedding layer in cement mortar 1:4 for laying floor finishes finished even and rough complete all as specified and directed. 97 S & F in repair vitreous china wash down water closet pan (Pedestal pattern)and trap (excluding) fixing bolts,flushing cistern and flush pipe including connection to drain (or outgoing pipe)including plastic seat cover suitable for water closet pedestal pan, coloured closed pattern with flat bottom and cover and mid steel chromium plated or aluminium hinges devices with and includingbrass chromium plated standard quality jet with nozzle 1500 mm long PVC pipe etc complete all as specified and directed complete all as specified and directed. 98 S&F in repair brass CP basin mixer for mixing hot & cold water screwed down for15 mm dia bore GI pipe complete all as specified and directed. 99 S&F in repair glass corner shelf fancy type, 250x250 and 5.5 mm thick fixed with brass basket and screwed complete all as specified and directed. 100 Dismantling of wall and ceiling boards (fibre, pulp, insulation, etc.) or insulation boards/slabs/blankets, any thickness, including cover fillets complete all as specified and directed. 101 S&F for suspended false ceiling system using 4mm thick high pressure steam cured fibre cement pre-primed textured varient E-board (classic), ISI marked, conforming to IS:14982-2000 over and including GI snap grid frame workfor false ceiling, grid size600 x 600 mm with GI angle of size 25x25mm, main runner ‘T’ of size 25x40mm, secondary runner ‘T’ of size 25x30mm with 3 mm GI wire with butterfly clips as hangers for leveling, fastners, supports, plugs to walls/joists etc , hangers to be fixed with approved rawl plug, level adjusters and screwsa etc, last hanger at the end of each runner shall not be greater than 450mm from adjacent wall all as per manufacturer’s Instructions including making holes, cutting chasis and making good existing walls in cement mortar 1:3 or PCC 1:2:4 type B1, complete all as specified anddirected. Note :- a)All steel members shall be hot dipped galvanised with zinc coating not less than 120 gm/sqm. 102 M & L for preparation of old wood surfaces exc. 10 cm width or girth and applying one coats of synthetic enamel paintcomplete all as specified and directed. 103 M & L for preparation of old steel surfaces over 10 cm width or girth and applying one coats of synthetic enamel paintcomplete all as specified and directed. 104 M&L for capilary rise treatment of walls as following :-Base coat: Berger HS Latex plus (or equivalent)Consumption base coat: 0.3 kg/m2Second and Third coat: Latex sheild 2K (or equivalent)Consumption top coat: 3 kg/m2System requirements: density: 2.00 kg/ltrCompressive strength: 0.5 N/mm2 Note :-The concerned items should be executed by OEM authorized applicator after signing of MOU (format attached as Appendix AB on page no. 91of tender documents as per Sch A Note No 19 Page No 17). Non uploading of MOU by the bidder shall lead to rejection of bid during technical evaluation. 105 M & L for Chequered cement concrete tiles 300mm x 300mm x 25mm thick,set, jointed and pointed in neat cement slurry in floors with and including15mm thick screed bed or bedding layer in cement mortar 1:6 for laying floor finishes finished even and rough complete all as specified and directed. 106 E/M Portion 107 Taking down copper/aluminium point wiring (light, fan, socket or power) complete, including fixture and fittings such as switches, ceiling roses, pendants, regulators, sockets, light fitting etc. removing materials to store for keeping in safe custody or for taking credit (credit for above items should be made as per conditions separately) and making good disturbed surfaces of walls, floors, etc.complete all as specified and directed. 108 Taking down carefully distribution boards/wooden bard, switch fuse units, steel enclosure for MCB/MCBs of any type and removing from sitecomplete all as specified and directed. 109 Taking down carefully existing sub main wiring complete of any size and capacity, making good the disturbed surface, complete all as specified and directed. 110 M&L for point wiring one light / fan/ bell/Exhaust fan point controlled by one way switch(concealed type) complete with multistranded copper conductor flame retardant low smoke (FRLS)1.5 Sqmm size PVC insulated unsheathed cable 1100 volts grade drawn through with and incl medium grade duty concealed PVC conduit ISI marked not less than 20mm dia including conduit fittings and accessories such as socket,elbow,junction box, bell mouth,bend, reducer etc complete incl cutting chases inexisting walls of any description built in cement mortar and making good the disturbed surfaces in cement mortar (1:4)and finishing the surfaces to match with existing surfaces and finish with using sunken type pressed steel terminal boxes of required sizes (200mmx300mm) of not less than 1.63 mm thick concealed type factory made and factory painted with top cover of 3 mm thick plastic laminated sheet fixed with brass screws washers with all accessories including single core multi stranded copper conductor1.5 Sqmm size PVC insulated unsheathed cablegreen in colouras earth wire to common earth andconnected to earth dolly drawn in same conduit complete all as specified and directed. 111 All as per item No 108 but for one fan point controlled by one piano switch completeallas specified and directed. 112 All as per item No 108 but for one lightpoint controlled by two way switch completeallas specified and directed. 113 All as per item No 108 but for one bellpoint controlled by one bell push completeallas specified and directed. 114 All as per item No 108 but for 3 pin socketoutlet 5 amp on same board completeallas specified and directed. 115 All as per item No 108 but for 3 pin socket outlet 5 amp on independentboard completeallas specified and directed. 116 All as per item No 108 but for one 15 Amp 3 pin switch socket outlet, idependent with 2.5sqmm single core multi stranded odpper conductor cable(FRLS) alongwith 2.5 sqmm continuous PVC insulated unsheathed single core multistranded opper conductor (FRLS) cable for earth continuity wire complete all as specified and directed.) 117 S&F in repairs switch piano flush type polycarbonate single pole one way 5 Amps complete all as specified and directed. 118 S&F in repairsSwitch socket outlet combination 2 in 1,3 pin, 5 Amp, flush type universal type, 240 volts complete all as specified and directed. 119 S&F repairs Switch socket outlet combination 2 in 1,3 pin, 5 and 15 Amp, piano flush type universal type, 240 volts complete all as specified and directed. 120 S&F in repairs Ceiling rosesurface bakelite three terminals 240 volts complete all as specified and directed. 121 S&F electronic fan regulator, 100 watt, (5 stepped type), 240 Volt for 1200/1400 sweep AC ceiling fan complete all as specified and directed. 122 Supply and fixing LED lights fitting 1x 20W, 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 rosecomplete all as specified and directed. 123 Supply and fixing LED lights fitting 1x 10W, 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 rosecomplete all as specified and directed. 124 Supply and fixing factory made epoxy powder coated distribution board, SPN, 4 ways with metal door (IP-43 protection), confirming to IS : 8623 fabricated from minimum 1.6mm thick CRCA sheet and fixed flush to wall, suitable for universal mounting including 100 Amp copper bus bar, neutral bar, standard DIN rail, earth bar and cable ties for cable management, top and bottom removable gland plates with knockouts, suitable for one SPN/DP MCB as incomer and SP MCB outgoing, complete all as specified & directed . 125 Supply and fixing factory made epoxy powder coated distribution board, SPN, 8 ways with metal door (IP-43 protection), confirming to IS : 8623 fabricated from minimum 1.6mm thick CRCA sheet and fixed flush to wall, suitable for universal mounting including 100 Amp copper bus bar, neutral bar, standard DIN rail, earth bar and cable ties for cable management, top and bottom removable gland plates with knockouts, suitable for one SPN/DP MCB as incomer and SP MCB outgoing, complete all as specified & directed . 126 Supply and fixing factory made epoxy powder coated distribution board, SPN, 12 ways with metal door (IP-43 protection), confirming to IS : 8623 fabricated from minimum 1.6mm thick CRCA sheet and fixed flush to wall, suitable for universal mounting including 100 Amp copper bus bar, neutral bar, standard DIN rail, earth bar and cable ties for cable management, top and bottom removable gland plates with knockouts, suitable for one SPN/DP MCB as incomer and SP MCB outgoing, complete all as specified & directed . 127 Supply and fixing in replacementminiature circuit breaker (MCB) SP-06 TO 32 Amp ,10KA, 240 volts complete all as specified & directed. 128 Supply and fixing in replacementminiature circuit breaker (MCB) SPN-32 Amp, 240 volts complete all as specified & directed. 129 Supply and fixing in replacementminiature circuit breaker (MCB) SPN-63 Amp, 240 volts complete all as specified & directed. 130 Supply and fixing in replacementMCCB 415 volts, 16 KA 4 Pole 125 Amps complete all as specified & directed. 131 Supply and fixing single core PVC insulated unsheathed multistranded coper conductor cable 1 Sqmm, 1100 volts ISI marked drawn through existing point wiring complete all as specified & directed. 132 M&L forsub main wiring with 2 Single core PVC insulated unsheathed FRLScable 1100 Volts grade heavy duty copper conductor multistranded of size 2.5 Sqmm (nominal area) drawing in and including 25 mm dia or higher medium dutyPVC concealed conduit and conduit accessories and fittings. including one single core green colour PVC Insulated unsheathed FRLS cable copper conductor multistranded of size 2.5Sq mm as earth wire upto common earth and connected to earth dolly including cuttingchases pinning in making good to facing and pointing incement mortar 1:3, and making good disturbed surface, complete all as specified & directed. 133 M&L forsub main wiring with 2 Single core PVC insulated unsheathed FRLScable 1100 Volts grade heavy duty copper conductor multistranded of size 6.0 Sqmm (nominal area) drawing in and including 25 mm dia or higher medium dutyPVC concealed conduit and conduit accessories and fittings. including one single core green colour PVC Insulated unsheathed FRLS cable copper conductor multistranded of size 6.0 Sq mm as earth wire upto common earth and connected to earth dolly including cuttingchases pinning in making good to facing and pointing incement mortar 1:3, and making good disturbed surface, complete all as specified & directed. 134 M&L n repair for earthig complete with galvanized steel earth plate 600x600x6mm thick buried vertically in groundto depth not less than 2.25 mtr below ground level, with top edge of the plate not less than 1.50 mtr below normal ground level, connected to GI earth lead wire 4 mm dia by means of bolts, nts, check nuts and washers of galvanized iron and connection to main switch board of panel, including watering pipe GI 20 mm bore light grade 15mm bore for earthig lead, wire mess, funnel, salt, charcoal dust, excavation and refilling pit with PCC 1:2:4 type B1 (using 20mm di stone aggregate) reinforced with 6mm dia round bar @ 75mm cement concrete both always with MS handle 12mm dia and frame all as shown in electric plate No 3 in page 497 of SSR Part I (2009) and pouring extra Clay Soil of qty not less than one cubic meter into the earth pit and also removal of excavated soil not less than 50 mtr from the earthing place all as specified and directed and tested on completion. including testingall as specifed and directed by E-in-Charge. 135 Taking down ceiling fan 1200 mm sweep complete cleaning the grease oil etc spray painting with two coat of synthetic enameled paint over a coat of primer including replacement of bearing, capacitor, cotton pin, rubber coal, MS nuts bolts washer, connector prewired from connector from ceiling rose with twin core flexible copper conductor cable 24/0.02 refixing in positioncomplete of reading completeall as specified and directed 136 Taking down Exhaust fan300/450 mm sweep complete cleaning the grease oil etc spray painting with two coat of synthetic enameled pain tover a coat of primer including replacement of bearing, capacitor, cotton pin, rubber coal, MS nuts bolts washer, connector prewired from connector from ceiling rose with twin core flexible copper conductor cable 24/0.02 refixing in positioncomplete of reading completeall as specified and directed 137 S&F of Intergral LED security light luminaire 60 W LED, 230 volts made up of pressure die cast aluminium housing powder coated with high power SMD LED’s lens & toughned glass IP-66, luminaire,mounted on & includingGI bracket made out of 50mm bore medium grade pipe of 1.50m length, bent to required shape,fixed on PCC/Steel pole with 02 Nos. clamps of flat iron (40 x 6mm), nuts, bolts and washers including painting with two coats of aluminium paint over a coat of red oxide zinc chrome primer, making connection with PVC copper conductor cable of 1.5 sqmm and taking down old unserviceable light fitting of any type/size, with IP-65/66, complete all as specified & directed. 138 S&F of Intergral LED security light luminaire 35 W LED, 230 volts outdoor type, made up of pressure die cast aluminium housing and heat resistant complete with driver, lamp bracket with suitale size and length of 1.5 Sqmm copper conductor with impact and corrosion resistant including thermal management in multiple optics, complete with IP 65/66 protection complete all as specified & directed. 139 S&F in repairs Lamp holder, PVC/Polycarbonate type with back plate suitable for batten fittingscomplete all as specified and directed. 140 S&Fin repairs Bell Push flush rype piano 5 Amp complete all as specified and directed. 141 S&Fin repairs Bell multi music 230 volt, AC single polecomplete all as specified and directed. 142 S&F energy efficientLED bulk head luminaire, 1x9/1x10 watt, including LED light driver holder conneccting up with three core flexible copper conductor cable of suitable sizecomplete all as specified and directed. 143 S&F ofexhaust fan made of sturdy Engineering plastic complete with louvers shutter, voltage 230V, 50 Hz,RPM 1200, Copper winding of sweep 250mincluding provision of three core flexiable copper cord of size 0.75 Sqmm PVC insulated overall sheathed, of required length from ceiling rose or connector to exhaust fan for connection, complete all as specified & directed. 144 Taking down electric energy meter single phase any size or type from the existing site and refixing the same at the same place after carrying out necessary repair work in building and makigthe surface good to match with existing surface complete all as specified and directed. 145 M & L for cutting of suitable size of holes for 250 mm exhaust fan in wall and grouting of nuts and bolts in wall and making good to match with existing walls complete all as specified and directed.
Contract Date: Oct 14, 2025 Contract Value : ₹ 28.45 Lakh
Statutory Bodies & Commissions/Committees No of Bidders 8
Jammu And Kashmir View Result →
34.
Defence #8130927 AOC
Tender For Repairs To Structural Members Using Retrofitting Method In Certain Places Under Ge (N) Bikaner At Bikaner Mil Stn; 1 Demolition of cement conc. Reinforced as in staircase , beamschhajas and similar suspended work reinforced cut required to facilitate demolition complete all as specified and as directed. 2 M&L for RCC Design Mix of M-25 slab supported on walls beam and column in floor roof landing and like using 20 mm graded stone aggregates complete all as specified and as directed. 3 M&L for Form work to soffits of suspended slab such as roof slab not exc 200 mm thick to rough finished surface of concrete complete all as specified and as directed. 4 M&L for Form work to edges of conc flat floor and roofs n exc 20 cm wide to rough finished surface of concrete complete all as specified and as directed. 5 M&L forMild steel TMT bars 10 mm dia and over as reinforcement for concrete, cut to length, bent to shape required, including cranking, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia complete all as specified and as directed. 6 M&L forMild steel TMT bars 8-10 mm diaas reinforcement for concrete, cut to length, bent to shape required, including cranking, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia complete all as specified and as directed. 7 Structural design for Existing Roof Slab, Beams, Chajja, staircase and other connected RCC members required to be re-constructed under this Schedule with & including vetting of structural design & detailed report from approved Govt Engineering College/NITTTR/CBRI, complete all as specified and as directed. Notes : (i) Tenderer shall carryout the site visit to ascertain the size of slab, other RCC members, arrangement of rooms, etc required for design purpose.(ii) Four sets of Structural drawings shall be provided to GE by the contractor duly vetted as above as directed by Engineer in charge. 8 Taking down cement plastering at any description on brick or stone wall etcincluding rakingout joints hacking for key scrubbing down with water etc and removal of debries and depositing where directed complete all as specified. 9 M&L for rendering 15 mm thick in CM 1:6 on concrete solid block wall surfacefinished even and smooth without using extra cement complete all as specified and as directed. 10 M&L for applying two coat of oil bond distemper over a coat of wall care putty on walls after preparation of newly plastered surfaces complete all as specified and as directed. 11 M&L for rendering 15mm thick in 1:4 on fair faces of brick masonry or concrete surfaces of walls, chajja, fins facia etc in two coatsfirst coat of 10 mm in CM 1:4 & 2nd coat of 5 mm in CM 1:4 mixed with liquid water proofing liquid (ISI marked) @ 200ml/bag of cement or as per manufacturer’s instructions upto 3 storie height, finished even & smooth without using extra cement complete all as specified and as directed. Note :- Supply only water proofing liquid shall be measured and paid separately under relevant items. 12 Supply only integral water proofing liquid complete all as specified and as directed. 13 M&L for preparation of newly plastered surfaces of wall including cornices, pillasters etc and applying two coats of cement based paint, white or tinted over a coat of alkali resistant priming paint complete all as specified and as directed. 14 M&L for applying Two or more coats of 100% Premium acrylic emulsion exterior painthaving 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 new surfaces complete all as specified and as directed. Make of Exterior Wall Primer : Asian / Berger / Nerolac [Best Quality] Make o f Exterior Emulsion : Asian: (APEX) / - Berger (WEATHER COAT ANTI DUST) / Nerolac (EXCEL TOTAL) 15 M&L for rendering 5 mm thick in cement mortar 1:3 on concrete surfaces in ceiling, finished even & fair without using extra cement complete all as specified and as directed. 16 M&L for preparation of newly plastered surfaces of ceilingand applying three coats of white wash complete all as specified and as directed. 17 M&L for preparation of newly plastered surfaces of ceilingand applying two coats of oil bound distemper complete all as specified and as directed. 18 Dimolition of brick work built in cement mortar including all quions arches pillars etc. complete all as specified and as directed. 19 M&Lfor brick work with old size fly ash bricks, straight or curved on plan exc 6m mean radius, built in CM 1:6 complete all as specified and as directed. 20 Demolition of existing RCC chajja/slab ceilingof any size and description and S&F 25 mm to 30 mm sand stone slab in sunshades, chajjas, shelves, cills, landings, cover stone, templates etc n exc 2m in length , punched dressed on face and along exposed edges, self faced on other side and set and pointed in cement mortar 1:4 incl plastering all around in CM 1:4 complete all as specified and as directed. 21 M&L for 10 mm thick screed bed in cement mortar 1: 4 onconcrete surfaces, finishedfair & even including mixing water proofing compound as per manufacturers instns complete all as specified and as directed. ( WPC to be measured separately as supply only). 22 Waterproof coating: M&L for providing and applying modified polyurethane hybridelastomeric water proof coating Nito proof 725 or equivalent,for chajjas and walls which is a single component, water-based, lexible and UV stable water proofing compound easy to apply with brush esorrollers. The application includes cleaning the substrate to make it free from any dust, dirt, laitance and other contaminants, followed by priming the surface by mixing the water proofing compound with clean water in 1:1 proportion and applying on the substrate. The water proof coating shall be applied when the primer coat is dry to atackystate, in two seamlesscoats,with adequate inter-coat interval and these condcoating perpendicular direction to the first coat, etc. all complete as per Manufacturersspecifications complete all as specified and as directed. 23 Removal of damaged concrete: Removing, chipping and cleaning of existing loose and damaged concrete carefully by low impact high frequency hammer or by manual chipping without damaging the existing concrete or controlled sand blasting including cleaning the surface by air jet complete all as specified and as directed. 24 MS Scaffolding:Supplying, erecting scaffolding upto required height with necessary H-frames pipes, couplers,buckles,bracings,top platform with support railing at top etc. including carriage of the materials to the location, erecting, fixing the scaffolding and dismembering the same afte rworking and taking away the scaffolding materials etc. complete all as specified and as directed. 25 Supports:M&L for providing and erecting MS props to support the structure provisionally during dismantling and repair works and maintaining them in position till required complete all as specified and as directed. 26 Application of rust converter: M&L for Clean all existing reinforcement bars with wire brush / rotary wire brush and apply rust remover solution to make entire surface of bars free from rust scales,loose material,dirt etc. Allow the applied material to react for about16-24 hours, then finishing by thoroughly washing down with clean water and completely drying the bars. The material shall have specific gravity 1.16-1.22@25°C.The application shall be as per Manufacturers specifications complete all as specified and as directed. Make: Reebaklens RR of Fosroc or equivalent. 27 Zinc-rich Anticorrosive coating: M&L for applying two component epoxy based zinc rich primer on the exposed reinforcement bars after the application of rust remover, including, mixing the two components of the zinc rich primer until a homogeneous mixture is obtained. The zinc rich primer shall be applied at 40 microns dry film thicknes sand shall have salt spray resistance of < 5mg for 96 hours as per ASTMB-117 and adhesive bond strength >1.5MPa as per ASTMD4541. It shall have specific gravity >1.5 and total zinc content > 67% in the dry film, etc. All application shall be as per Manufacturers specifications complete all as specified and as directed. Make: Nitozinc Primer of Fosroc or equivalent. 28 Fixing of packers:M&L for Clean the existing surface to remove all dirt, dust, loose materials and other contaminants, Drill holes of suitable diameters upto 20mm at an angle of 45 degree in a staggered manner across the deteriorated / cracked concrete surface, at 300-500mm center-to-center or as per site requirement. Clean the holes with air blowers and Fix NRV metal packers in the cleaned holes with epoxy putty, etc. complete all as specified and as directed. 29 Epoxy injection grouting:M&L for providing and injecting solvent free, two part, high strength epoxy resin based injection grout using pressure injector with accessories till the packers refuses to accept the grout. The application includes mixing of component parts in adequate proportions as per manufacturers instructions and grouting the mixed material in to the structural member through the pre-fixed injection packers by using suitable pressure pump, maintaining desired pressure. Remove the injection packers and seal with any suitable thixotropic epoxy adhesive or repair mortar after the refusal of grouting material from the packers, etc. all complete as per Manufacturers specifications complete all as specified and as directed. Make: Conbextra EP10 of Fosroc or equivalent. 30 Shear key connectors:M&L for providing and fixing shear connectors-8mmdia. or as specified Highyield steel rebars of specified length on the prepared concrete substrate, including drilling holes of suitable diameter sinstaggered manner across the concrete surface and fixing the shear connector bars in to the holes with chemical anchor grout Lokfix E77 or equivalent, etc. all complete as per site requirements complete all as specified and as directed. 31 Epoxy bond coat:M&L for providing and applying high strength solvent-free epoxy resin based bonding agent for effective bonding of the new repair material to the existing concrete, including mixing of the two components-base and hardener thoroughly until a homogeneous mixture is obtained, applying with soft bristlenylonbrush on the prepared substrate where new concrete or mortar is to be placed, ensuring that the bond coat is in tacky state while placing the repair material, etc. complete all as specified and as directed. Make: Nitobond EP of Fosroc or equivalent. 32 M&L for Formwork/Shuttering providingand fixing leak proof shuttering, incl centering, shuttering, proping etc complete all as per site requirement complete all as specified and as directed. 33 Microconcrete jacketing:M&L for providing and laying high strength, non-shrink cementitious microconcrete for repairing and building up broken deteriorated concrete sections. The ready touse blend of dry powder sand selected aggregates, when mixed with clean wateronsite, produces free- flowingn on-shrink repair microconcrete. The application procedure includes mixing the dry powder contents from the bag of ready-to-mix microconcrete with adequate quantity of water as per Manufacturers recmmendations, mixing continuously with high torquerotary drill fitted with mixing paddle, until smooth, even consisteny is achieved, and then placing the mixed material immediately in leak-proof form works, curing after removal of shuttering, etc. all as per manufacturers specifications complete all as specified and as directed. Make: Renderoc RG of Fosroc or equivalent. 34 Note :-(i)The work against serial items 01 to 09, 11, 12, 15, 20 to 33 of BOQfor the structural rapair and strengthening and rehabilitation and roof treatment shall be executed by the company’s authorized applicator firm only.(ii) Contractor have to get prior approval of applicator or authorized agency by submitting its authorization letter to this office for approval prior to commencement of work. Department will conduct an official varification from manufacturer of its authorised agency and provide authorise supervisor from authorise agency for complete execution of spl work. (iii) Contractor shall submit 10 year warranty certificate for structural repair and 10 year warranty for roof waterproofing treatment work over roof is mandatory after completion of work. (iv) The cost of Scaffolding work required at certain places is including in the respective items catered for repairs itself. No extra shall be paid for the same.
Contract Date: Oct 18, 2025 Contract Value : ₹ 70.18 Lakh
Statutory Bodies & Commissions/Committees No of Bidders 4
Rajasthan View Result →
35.
Defence #8084797 AOC
Tender For Addn/Altn To Airmen Mess At Af Stn Bikaner; 1 Demolition of cement Concrete (unreinforced) of any description and in any position not otherwise specifically provided for completeall as specified and directed 2 Demolition of mud in roofs, any thickness including plastering & leaping (wheather full or part)removal of debris at a distance exc 250m but not exc 500m and deposited where directed 3 Materialand labourfor providingcementconcrete PCC (1:2:4) type B1 (20mm graded crushed stone aggregate)as in roofpaddingcompleteall as specified and directed 4 M&LforAPPbasedmodifiedpre fabricatedfivelayer3 mm thick andweighingnotlessthan3.0 Kg/Sqmwater proofing membrane reinforcedwithpolyesternon wovenfabricmatwith150 gm/Sqm blackfinishedwith compatibleprimerconformingto IS 3488 @ 0.30 Lit/ Sqm andbonding material85/25bitumen1.2 Kg/Sqmbefore layingmembranelaidbytorchapplicationsideoverlapof 75 mm andoverlapof 100 mm longtitudinally, At thejunctionof roof andparapet walla groveof 20 x 20mmshall be madeatthehtof100 mmandmembrane shall be inserted andsealedwithbituminious masticjoints/overlap shallve saledwithhotbitumen85/25all as directedby Engineer -in- charge. 5 Supply only integral water proofing compound ISI marked.all as directedby Engineer -in- charge. 6 Cutting grooves in brick wall, 75mm wide and 65mm deep and shaping horizontal face of grooves with cement mortar 1:3 all as directedby Engineer -in- charge. 7 M&L for 15 mm thick plaster in CM(1:4) over concrete surfaces of roofs finished even and smooth using extra cement with WPC @ 3% by weight of cement, complete all as specified and as directed.Note:WPC will be measured and paid seperately. 8 M&L for Cement concrete tiles 25cm x 25cm x 22mm thick, machine pressed; set jointed and pointed in neat cement slurry with grey cement and no pigments in floors, and cut and polished including 15mm thick screed bed in CM(1:6) ,complete all as specified . 9 M&L for Providing cement concrete 1:2:4 type B0 (12.5 mm graded crushed stone aggregate ) in roof kerbs or mud stops, rounded or chamfered on edges complete all as spd 10 Demolition of reinforced cement Concreteof any description and in any position not otherwise specifically provided for completeall as specified and directed 11 M&L mild steel TMT Bars 10mm dia andover cut to length bend to shape required including cranking bending spirally for column, hooking ends & binding with and including mild steel mild steel wire (annealed not less that 0.90 mm dia or securing with chip) complete all as specified and directed. 12 M&Lfor RCC type B01;2:4( 12.5 mm gradedcrushed stoneaggregate) in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and including form work complete all as specified & directed. Note : reinforcement shall be measeured and paid seperatly. 13 M&Lforbrickwork with sub classBbrickold size burnt clay straightor curvedonplan exc6 m mean radiusand builtin cement mortar (1:6), complete all as specified and as directed. 14 Demolition of brick or stone masonary built in cement mortar incl all quoins, arches, pillar etc. complete all as specified & directed. 15 M & Lfor machine cut Granite slab 15 mm thick fixedfor steps, pillars,window cills, cooking plateforms and like and incl 10mm thick (avg thickness) cement mortar 1:4 screeding and setting coat in cement morter 1:2, 3mm thick, set and jointed with white/coloured cement to match the shade of slab incl cutting, waste, rubbing and polshingetc complete all as spd.Note:- (i) The rate of granite stone shall be deemed to incl for full rounded off corner/edges incl all cutting to make it square or rectangular. (ii) The rate shall also be deemed to incl for cutting and polishing machine and granite polishing to achive the desired granite finish all as spfd. 16 Supply& fixingas in repair vitreous china wash hand basin, white flat back, size 300mm x 450mm including pillar tap 15mm diachromium plated with capstan head with long screwed shanks and fly nuts, and including brass, chromium plated,waste coupling 32mm dia, complete all as specified & directed. 17 Supply and Fixed-in-repair, sinks with drainage board made of stainless steel 1 mm thick, kitchen or laboratory with plugs,washers and wastes; including bedding in cement mortar to dwarf wall or including fixing cantilever brackets and connecting union to pipe overall size 915mm x 460mm, bowl size 410mm x 330mm x160mm, complete all as specified and directed. 18 S&F 40mm bore dia of discharge pipeBottle trap of PTMT having minimum water seal of 25mm (minimum weight 32mm-260gms/40mm-270gms) complete as specified and directed 19 Dismantling water tanks and removing from site of anycapacity complete all as specified and directed. 20 S&F 500 litres capacity Rotational moulded polyethylene water storage tanks (cylindrical vertical with closed top having screwd down LID cover)tripple layerhoisted and fixed in position, complete all as specified and directed 21 S&F 1000 ltr Rotational moulded polythlyene water storage tanks tripple layer (cylindrical vertical having screwd down LID cover) with close top hoisted and fixed in position, complete all as specified and as directed. 22 Supply and fixing in repairs, fancy type angle stop valve, brass, chromium plated,screwed down, high pressure with quarter turn, screwed for iron pipe or for union, suitable for 15mm bore pipe,complete all as specified and directed. 23 Supply and fixingin repairs long body Bib taps,chromium plated cast copper alloy with quarter turn, screwed down, screwed for iron pipe or for brass ferrule and fixed, suitable for 15mm bore pipe complete all as specified and directed. 24 M & L for Cutting chases, pining in making good to facings where required & pointing in cement mortar1:3 to ends etc or edges of landings, steps cills,sunshades, shelves,lintels,etc and cutting chases for concealed water tubing and making good,cutting n.exc. 10cm girth in brick walls all asdirected. 25 Taking up or down 15 mm dia steel tubing and connectionand removal from site complete all as specified and directed. 26 Taking up or down 20 mm dia steel tubing and connectionand removal from site complete all as specified and directed. 27 Supply and fixing 15mm bore tubes medium grade galvanized with and incl all fittings complete to walls and ceiling with necessary clamps or laid in floors complete all as specified & directed. 28 Supply and fixing 20mm bore tubes medium grade galvanized with and incl all fittings complete to walls and ceiling with necessary clamps or laid in floors complete all as spd & directed. 29 Supply& fixingPVC connections 15mm size with PTMT nuts of length 450 mmcomplete all as specified anddirected. 30 Supply and fixing as in repair vitreous china squatting pan Orissa pattern size 580 x 440mm, white, with integral footrest (excluding flushing cistern) including connection to trap,and to flushing pipe, anti-syphonage pipe,etc. complete including making good to floor, set with cement concrete,complete all as specified and directed. 31 Supply and fixing as in repair PVC valve less syphonic action type flushing cistern low level white with PVC in let ball valve, float and handle, 10 ltrs capacity and connection to pipes including PVC connection and 32mm dia PVC bend for required squat pattern etc, set with concrete and making good to floor, complete all as specified & directed. 32 S&Fas in repairs Chromium plated shower roses 125 mm size fixed with swivel joints, any size, including fixing to steel pipe or union, complete all as specified and directed. 33 S&F as in repairs 100 mm dia mild steel chromium plated grating with or without waste pipe hole as per requirementcomplete all as specified and directed. 34 S&F in repair tubular towel Rail 600 mm length and20 mm dia of brass chromium plated complete all as specified and directed. 35 S&F in repair stailess steel curtain road 30mm dia of brass chromium plated incl necessary fixing brackets and ornamental fittings , complete all as specified and as directed. 36 S&F in repair soap dish chromiume plated,any type, fixed to plugs with chromium plated brass screws, complete all as specified and directed. 37 Taking down shutters of any description exc 1 sqm but n.exc 2 sqm from chowkhat and removing to or from store as required, complete all as specified. 38 Supplying & fixing in opening solid PVC door frame of size 50mm x 47mm made out 5mm plain colour PVC sheets re-inforced with MS tube Square tube in opening complete all as specified & directed 39 M&L factory made solid panel pvc door shutter 30mm thickconsisting of frame made out of MS tubes for top and bottom rails MS frame shall be covered with heat moulded plain colour PVC ‘C’ channel having a PVC sheet strip of 20mm width stuck inside with solvent cement for stiles and plain colour PVC sheets for top rail lock rail & bottom rail on either side and as gap insert for top rail & bottam rail . paneling of plain colour PVC sheets to be filted in MSframe welded, sealed to the stiles and rails with suitable PVC sheet beading, and jointed together with the solvent cement complete all as spd. 40 S & F 40mm dia cupboard fancy handle fixed with nut screw and washer of mild steel bright finished 41 S & F 40mm width of flaps continuous (piano) hinges mild steel bright finish or electrogalvanised. 42 S&F anodised aluminiumpowder coating aluminium section weighing not less than 0.55Kg/m {minimum thickness of powder coating 50 micron)frame for doors, windows, ventilators with one or more rebates including joining cleat for fixing etc complete all as specified 43 S&F anodised aluminiumPowder coatingwindow and ventilator shutters, side hung type without sash bars aluminium section weighing not less tha 0.55Kg/m (with style and rail of size 47.62 x 44.45 x 1.67mm)including necessary joining cleats, glazing clips, ruber neoprene packing , anodised aluminium snap beading screws ,anodised aluminium fittings such as peg stays 150mm long (1no), hinges type B-21 100mm long(2 no.) suitable handle(1 no) including all necessary builders hardare complete all as specified. 44 Taking down chowkhats with shutter without taking off shutters from the frames (area exc. 1.50 sqm but n. exc. 4.00 sqm each) incl making good the disturbed surfaces complete all as specified & directed. 45 Material & Labour for pressed steel frames with 1.25 mm thick sheet for doors of size 125 x 60 mm for doors with one or more rebate incl necessary fixing lugs, hinges, lock, strike plates of 50 x 3mmwelded with frame and making arrangement for fixing of door spring etc.complete all as specified. 46 Supply and fixing plain, framed, Plain framed, panelled shutter (two panel) 35 mm thick of 2nd class hardwood rail and stylewith lock rail and panel of 9 mm B.W.P. commercial ply. The size of rail and stile as per IS : 1003 (Part I), kiln seasoned and chemically pressure treated incl one coat of pink primer complete all as specified & directed. 47 Supply and fixing glazed and gauged skeleton shutters35mm thick, 2nd class hard wood Hollockopen rebated and prepared to receive glass, gauge etc (with sash bars) edges of framing plain chamfered or rounded fitted with cutand mitred beads for securing glass etcincl priming coat. The size of member of shutters as spfd in SSR Part-1 Section 8 clause 8.24 (a) incl kiln seasoned and chemically pressure treated, complete all as specified & directed. 48 Material & Labour barrel tower bolts aluminium anodised extruded section of size 200 mm complete all as specified & directed. 49 Supply and fixing aluminium fabricated type extruded handles of size 150mm complete all as specified & directed. 50 S&F as in repairs of 300mm mild steel ordinary rat tail rod pattern door spring incl roller and roller plate complete all as spfd. 51 Supply and fixing 300 mm long aluminium anodised sliding door bolt with hasp, staple (bolt type) and fixing cleap of sheet, cast or extruded sections, bolt not less then 12mm dia with and including a minimum of 6 bolt and nuts ,fixed on plate or staple plate complete all as specified & directed. 52 Supply and fixing Galvanised mild steel wire cloth, in new doors and windows 0.56mmnominal dia of wire and avrg widh of aperature 1.18mm incl fixing to wooden/steel frames with tinned tacks or galvanised wire or wooden bead complete all as specified & directed. 53 Supply and fixing in repairs, Galvanised mild steel wire cloth, 0.56mmnominal dia of wire and avrg widh of aperature 1.18mm incl fixing to wooden/steel frames with tinned tacks or galvanised wire or wooden bead complete all as specified & directed. 54 Hacking out old broken glass (any th size, quality or description) from wooden or steel frames glazed with putty or fixed with wooden beads complete all as directed. 55 S&F sheet glass 4mm thick ordinary quality and glazing with oil putty or with clip in squares n.ex.c. 0.50sqm in each pane complete 56 All as per Item No. 56 above but 4mm thick ordinary sheet glass exc 0.5sqm in each pane. 57 Materialand Labour for preparation of newsurfaces of wood & wood based surfaceof any description not otherwise described, over 10 cm width & girth and applying two coats of synthetic enamel paint over and including a coat of pink primer, complete all as specified and directed by Engineer-in-Charge. 58 Materialand Labourfor preparation of newsteel & steel based surfaceof any description not otherwise described, over 10 cm width & girth and applying twocoat of synthetic enamel paint over and including a coat of red oxide primer, complete all as specified and directed by Engineer-in-Charge. 59 M&L preparation of old painted steel surfacesof any description not otherwise described over 10 cm width or girth and applying one coat of synthetic enamel paint (1st quality) incl for angle iron,fencing post,Rolling shutter etc,complete all as specified & directed. 60 M&L preparation of old paintedwood or wood based surfaces of any description not otherwise described over 10 cm width or girth and applying one coat of synthetic enamel paint (1st quality) complete all as specified & directed. 61 Dismantling floor, hearth or wall tiling incl cement mortar bedding (but not backing) and removal complete all as specified and directed. 62 M&L for non skid ceramic coloured tiles 7-8 mm thick, (square/rectangular) area of each tile exc. 0.11 but n.exc. 0.18 sqm, as in floors, set and jointed in neat cement slurry and pointed in coloured cement to match the shade of tiles over and including 15mm thick screed bed in CM 1:6, complete all as specified and as directed. 63 M & L for joint free glazed coloured ceramic coloured tiles of 300mm x 450mm x 7mm thick on vertical surface of walls set and jointed with neat cement slurry and pointed in white/coloured cement to match the shade of tiles, over and including 10mm thick rendering in CM 1:4, all as specified and directed by engr-in charge. 64 M & L for 50 mm thick cement concrete type C-2 1:2:4 (20mm graded crushed stone aggregate) as in sub-base for tilingor similar works, complete all as specified and as directed. 65 M&L for Machine cut kota stone slab flooring 20-25mm thick over and including 15mm thick screed bed in CM(1:6) laid and jointed with grey cement slurry mixed with pigment to match theshade of the slab including rubbing and polishing complete all as specified & directed 66 Taking down cement plaster any description on brick/concrete surfaces etc including raking out joints hacking for key, scrubing down with water etc complete all as specified and as directed. 67 M&L rendering 15mm in cement mortar 1:4 on fair faces of brick / concrete surfaces and finishing the surfaces even and smooth without using extra cement complete all as specified and directed. 68 Material and labourrendering 15 mm in cement mortar 1:6 on fair faces of brickor concrete surfaces and finishing the surfaceseven and smooth without using extra cement complete all as specified and directed. 69 M&L rendering 5 mm in cement mortar 1:3 on fair faces of brick /concrete surface of ceilling and finishing the surfaces even and smooth without using extra cement complete all as specified and directed. 70 M&L preparation of newly plastered surfaces of walls and applying two coats of oil bound distemper (white or tinted) over a coat of alkali resistant primer complete all as specified and directed. 71 M&L preparation of newly plastered surfaces of walls including all cornices, pilasters etc and applying two coats of acrylic exterior emulsion paint in camouflage pattern of approved tint / shade(s) over and including a coat ofwater based primer, complete all as specified and directed. 72 M&L preparation of newly plastered surfaces of ceilling / chajja or similar suspended work and applyingtwo coats of white wash complete all as specified and directed. 73 M&L for gunniting work to RCC work in column, flooring, side walls, beam, slab, etc by carefully chipping , removing existing loose/damaged concrete cover etc, and cleaning all exhisting reinforcement bars with wire brush and applying alkaline rust converter primer on exhisting rebars and allowing it to react with rust for 06 hrs and form corrision resistant layer , then applying zinc rich anti-corrosive protective coating on reinforcement bars as per manufacture instructions , and fixing welded wire mesh fabric size 50X50 mm with 3mm dia , and plaster grade for concrete admixture 1 part of cement and 3.5 part of sand and average thickness 25 mm and making the surface even including 15mm thick plastering in CM 1:4 onconcrete surfaces , finishing the surfaces even and smooth, without using extra cement including necessary form work to be carried out complete all as specified and directed.Note.- Where ever reinforcement/MS steel required will be measuredseparately. 74 Supply & fixing hard drawn MS steel wiremesh 80mm x 25mm with 3mm dia wire with Heavy duty nails, Fixing the mesh on the ceiling before gunniting work. 75 Materail and Labour for preparation of plastered or unplastered old surfaces of ceilingand one coat of white wash on ceiling all as specified and as directed by Engr-in-Charge. 76 M&L for3mm thick wall care putty on wall complete all spd and directed 77 M&L for3mm thick wall care putty on ceiling complete all spd and directed 78 Materail and Labour for Complete removal of existingplastered or unplastered old surfaces of walls and applying two coats of oil bound distemper on walls over and including a coat ofalkali resistant priming paint primer,all as specified and as directed by Engr-in-Charge. 79 Demolition of plain cement concrete in ground floor and paving n.exc. 15 cm thick below or above ground level complete all as specified & directed. 80 Material & Labour for 75mm thick cement concrete type D-2,1:4:8 (40mm graded crushedstone aggt) as in sub base concrete all as specified & directed. 81 M&L PCC (1:3:6) type C-2, using 40mm graded stone aggregate as in plinth protection 75mm thick laid in baysand surfaces finished even & smooth without using extra cement complete all as specified . 82 Takingdownrain water pipes PVC/AC (anysizeor pattern)includingall fitting heads, shoes, bendsswan -necks etc comlete all as sd and directed by EngrinCharge 83 S&F110mm dia PVC (SWR) pipe single socketed in any length with rubber ring joints fixed to wall including clamps as required, complete all as specified. 84 S&F as 110mm dia PVC (SWR) bends with rubber ring joints fixed as required complete all as specified. 85 S&F 75mm dia PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to wall including clamps as required, fixedcomplete all as specified. 86 S&F 75mm dia PVC (SWR) vent cowl, single, equal or un equal of any length including jointing with solvant cement as required complete all as specified. 87 S&F 75mm dia PVC (SWR) bends with rubber ring joints fixed as required complete all as specified. 88 Material & Labour Bands, straps, supports or stays for rainwater, ventilating pipes, including bolts, if required: hooks (stay), heavy, for large gates; hook and pintle hinges: large hasps and staples; chains;hand made sliding bolts; clamps;hold fasts; wall ties; hooks for hanging fans; plain angle cleats for securing purlins to wood trusses or rafters; knee piece inserts; two way and three way straps, plate washers and similar small articles conforming to Fe-290 Gde-E-165 complete all as specified. 89 M&L for steel work in tubular pipes as in vertical surfaces including special shaped washer such as column complete using ERW or induction butt welded tubes conforming to IS 1161-1979 grade St-240 complete all as specified 90 M&L for rolled section as in main and cross beam , hip and jack rafters; purlins where connected to common rafters and running rails andm guides for sliding doors fixed with angle cleats or other connecting plates in Fe 290 Gde E-165 complete all as specified 91 M&L Mild steel screw bolt (machine made) dia 11 to 15 mmwith hexagonal or square head at one end and screwed the other or screewd both ends each screwed end to be fitted with washers and one hexagonal nut length of bolt exc 5 cm but n. exc 10 cm long complete all as specified 92 S&F Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified 93 Dewatering of septic tank/Soakage well, any size any depth, cleaning and taking out effluent water from septic tank by mechanical means as in foul conditions and confined places, filled in closed containers of capacity 5000 Litre each to the full capacity and disposed offat dumping site outside MoD, authorised by Local Administration complete all as specified and directed.Note: Record of disposal of effluent water shall be maintained by the contractor in a pucca bound register. Entry for each trip disposing off the effluent water in container with tractor RC Number carrying the container shall be made in the register and each shall be signed by the Engineer-in-Charge. 94 Desilting of manhole complete by removing all scum, sludge, silt (both organic and inorganic nature) by manual labournor mechanical scraper and disposal of the same and buried in trenches etc, as in foul condition for any depth complete all as specified and directed.Note: Net contents of sludge shall be measured at the time of removal and paid. Quoted rate of tenderer is deemed to be inclusive of deqatering as required and nothing extra shall be admissible to te contractor on this account.(Sludge/ sludge water shall be diposed off in closed container authorized dumping site delared by local administration outside MD land as directed by Engineer-in-charge. 95 Excavation in soft/loose soilin trenches not exceeding 1.5 metrewide / manholes area n exc 10sqm on plan and depth not exceeding 1.5 metreand getting outcomplete all as specified and directed. 96 Returning, filling in soft/loose soil, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick, complete all as specified and directed. 97 Removing excavated material to a distance exc. 50 metrebut not exceeding 100 metreand depositing where directed at a level not exceeding 1.5 Metreabove starting point, complete all as specified and directed. 98 Demolition and breaking up drain pipes of150mm dia (Salt glazed ware, AC or Reinforced concrete) set incement mortar complete all as specified and directed. 99 S&F 150mm dia Reinforced concrete pipes, class NP2, laid and jointed complete with collars laid in trenches and jointed as specified and directed by Engr-in-Charge. 100 M&L, PCC 1:4:8 type D-2 using 40mm graded stone aggregate concrete bedding to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for 150mm bore pipe complete all as specified and directed 101 Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra ement, including forms, moulds, mi- tred/stopped ends etc. 102 M&L factory made precast reinforced cement concrete 1:2:4, or higheras in cover slab of manholes, Drain etc, set in cement mortar 1:4 complete all as specified and directed. 103 Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 smooth finished, and reforming benching as required for 150 mm bore pipes, complete all as specified and directed. 104 M&L for PCC 1:2:4 12.50 mm graded crushed stone aggrgate as in filling of pressed steel hollow frame door chowkhat complete all as specified and directed. 105 S&F sinks without drainage board of stainless made steel 1 mm thick kitchen or laboratory with plugs, washers and wastes; including bedding in cement mortar on to dwarf wall or includingfixing cantilever brackets and connecting union to pipe, overall size 495mm x 420mm bowl size 410mm x 330mm x 160mm complete all as specified and directed 106 Dismantling of plane or corrugated galvalum, steel sheeting, any gauge, thickness including Nainital or similar pattern roof covring. 107 S&F Fibre glass reinforced translucent corrugated sheeting with two corrugations side lap fixed with coach screw and washer in roof, wall etc. as specified & Directed 108 M&Lfor Complete removalofexisting/oldtreatmentbymannualy and mechnically andpreparation ofsurfacesusingnecessaryfillingcompound of puttyto obtainsmoothregular/evenfinishusingsandpaperandapplyingtwocoatsofexterior emulsion paint(tint as approved by GE ) over and including a coat of primer, on wall height upto7.50 mt.completeall as specified and directedbyEngineer - in- charge. 109 Taking down copper/aluminium point wiring (light, fan, socket or power) complete, including fixture and fittings such as switches, ceiling roses, pendants, regulators, sockets, light fitting etc. removing materials to store for keeping in safe custody or for taking credit and making good disturbed surfaces of walls, floors, etc all as specified.Note : Credit for above items should be made as per conditions separately. 110 Taking down the existing unserviceable main switch / cut out / DBs of any type / capacity / description as per existing at site including making good the disturbed surfaces to match with the existing finishes all as specified. 111 M & L forPoint wiring complete with 1.5 Sq mm copper conductor single core FRLSH PVC insulated unsheathed 1100 V grade multistranded cable drawn in and including non metallic PVC rigid concealed conduit( not less than 20 mm dia) concealed in wall, ceiling with all accessories such as bends, reducer, spacers, junction boxes, pressed steel terminal boxes MS, duly painted with red oxide metal primer including fixing/grouting sunken/ surface , covered with 3 mm thick laminated sheet for mounting switch,sockets, fan regulator etc, including one running up of 1.5 Sq mm copper conductor PVC insulated cable as earth continuity conductor along with wiring and connecting to the common earth dolly, complete all as specified and as directed. 112 (a) One light point controlled by one, one way switch 6 A, SP 113 (b)One ceiling fan/exhaust fan point controlled by one, one way switch 114 (c)One 3 point 6 Amps switch socket outlet point controlled by one switch on the same board. 115 (d)One 3 pin 6 Amps switch socket outlet point controlled by one switch on independent board. 116 Description all as per item No 111 here-in-before but using 4.0 Sq mm single core copper conductor cable of multistranded FRLSH PVC insulated unsheathed 1100 Volts grade for 6/16 Amps switch socket combination point including running of 4.0 Sq mm copper conductor PVC wire as earth continuity conductor along with wiring and connecting to the common earth dolly. 117 S & F Switch pianotype single pole one way flush type 6 Amps capacity 230 volts. 118 S&F of Socket, two-in-one, 5 pin, 6 Amp, 230 volts, complete all as specified and directed. 119 S & Fixing of switch socket combination 2 in 1 multipurpose 2/3 pin 6 Amps flush type complete all as specified. 120 S & F Switch socket combination 2 in 1, 3 pin, 5 and 15 Amp flush type universalcomplete all as specified 121 S & F ceiling rose three terminal surface bakelite type AC 50 Hz 230 Volts of size 65 x 50 mm complete all as specified. 122 S&F of Lamp holder, metal cased, bakelite body, 230 volts, complete all as specified and directed. 123 S&F LED lamp 9W complete all as specified and directed by the Engineer-in-Charge. 124 Supply and fixing LED lights fitting 20W, 6500K, efficacy greater than 100 lpw, decorative ultra slim square profile LeD lighting fixture with extruded polycarbonate, environmentalfriendly, energy efficient ready to use pack including LED tube light connecting up with three core flexible copper conductor cable of suitable size from ceiling rose, complete all as specified and as directed.Cat Ref No LHEXACP7in1W020 of Havells or equivalent in list of makes. 125 Supply and fixing LED lights fitting 10W, 6500K, efficacy greater than 100 lpw, decorative ultra slim round profile LED lighting fixture with extruded polycarbonate, environmental friendly, energy efficient ready to use pack including LED tube light connecting up with three core flexible copper conductor cable of suitable size from ceiling rose, complete all as specified and as directed.Cat Ref NoLHEXACP7IN1W010 of Havells or equivalent in list of makes. 126 S & F LED light fitting 1x9W/1X10W bulkhead luminaires including LED light driver holder connecting up with three core flexible copper conductor cable of suitable size 127 Supply and fix stepped type electronic ceiling fan regulator AC230 Voltssuitable for 1200 / 1400 mm sweep complete all as specified. 128 Supply and fixing in repair 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) without remote operated,complete all as specified and directed 129 S&F in repairs single pole and neutral enclosure with a two pin and earth plug and socket complete with one single pole MCB 20 Amps, complete all as specified and as directed. 130 Supply and laying in repairs sub main wiring complete with 05 runs (3 nos for three phase, Neutral & Earthing ) of single core 10 sqmm FRLSHPVC insulated copper conductor cable multistranded and sheathedLT 1100 V grade drawn through and including concealed rigid PVC conduit of 32mm dia ISI marked andaccessories surface fixedon wall /flooretc, complete all as specified and as directed.Note:- 05 runs of cable 01 metre ,01 run of PVC conduit shall be measured and as one unit length. 131 Supply and laying in repairs submain wiring with two single core 10 Sq mm PVC insulated unsheathed copper conductor multistranded 1100 Volts grade drawn in and including concealed rigid FRLSH PVC conduit of 32 dia, conduit fittings and accessories concealed in wall/floor with one run of 10 sqmm PVC insulated unsheathed copper conductor cable as earth continuity conductor along the wiring and connected to the common earth dolly complete including removing the existing unserviceable sub main wiring and making good the disturbed surface to match with the existing all as specified. Note 1:Three runs of 10 Sqmm cable, and one run of conduit shall be measured and as one unit length. 132 Supply and laying in repairs submain wiring with two single core 4.0 Sq mm PVC insulated unsheathed copper conductor multistranded 1100 Volts grade drawn in and including concealed rigid PVC conduit of suitable dia, conduit fittings and accessories concealed in wall/floor with one run of 4.0 sqmm PVC insulated unsheathed copper conductor cable as earth continuity conductor along the wiring and connected to the common earth dolly complete including removing the existing unserviceable sub main wiring and making good the disturbed surface to match with the existing all as specified. Note 1: Two runs of 4.0 Sqmm cable, one run of 4.0 Sqmm earth contuinity conductor and one run of conduit shall bemeasured and paid as one unit length. 133 Supply and fixing Vertical TPN DB double door, IP 45 protection with powder coated enclosure 08 way insulated busbar assembly suitable for fixing MCCB 4 pole, 415 V, 125A, 16 kA - 01 No complete all as specified and directed. 134 Supply and fixing sheet Metal enclosure double door type for DB’s 240 Volts Single Pole and Neutral 12 way with 200 Amps rated bus bar complete all as specified andas directed 135 Supply and fixing 4 Pole MCCB 100 Amp, 50 Hz, 415 V with rupturing capacity 25 KA. 136 Supply and fixing MCB, TP, 63Amp, 415V 10KA C curve, complete with connection testing and commissioning. 137 Supply and fixing MCB SPN 40-63Amps , 240 volt, 10 KA,complete all as specified andas directed 138 Supply and fixing MCB single pole 6 to 32 Amps, 240 volts, 10 KA complete all as specified and as directed by the Engineer-in-Charge. 139 Supply and fix factory made sheet metal enclosure, with socket plug top and MCB Triple pole with a three pin and earth plug and socket complete with and including one Triple pole MCB of capacity 32Amps, 415 Volts, B curve with breaking capacity 10kA etc., complete all as specified and as directed. 140 Supply and fixing Energy saving and environmental friendly long life 35W LED bldg security light having IP66 protection complete with all accessories incl three run of 1.5 Sqmm Copper conductor cable from security light to ceiling rose complete 141 Supply and fixing in repairs GI pipe bracket made of 40 mm bore light grade pipe made to shape of overall length of 1.2 mtr for fixing of security light fittingincluding MS clamps , nuts & bolts of required size complete 142 M&L for Earthing complete with galvanised steel earth plate electrode 60cm x60cm x6mm thick buried directly in ground earth pit not less than 2.25 mtr deep below normal ground level ) with top edge of plate not less than 1.5m below ground level, connecting to the Galvanised iron earth lead 4mm dia, by means of nuts, bolts,check nuts and washer etc of galvanised iron and earth lead protected by provision of GI pipe light grade 15mm bore from earth elelctrode to DBs/main switchincl provn of concrete pit in PCC , GI pipelight grade 20mm bore pipe for watering perforated at bottom 1.75 mtr long placed on top edge of earth plate, common salt and charcoalwith fixing arrangement, funnel, wire mesh and earth work in hard/dense soil, returning in and removal of surplus soil to a distance not exceeding 50mtr complete all as specified and directed. 143 Supply and fixing Air cooled split unit air conditioner (Indoor & Outdoor) electric driven single phase of capacity of 2 TR, BEE 5 star rated, Inverter AC, Copper, Convertible 5 in 1 Cooling, Multi Sensors, Dust Filter Blue Fins, Self Diagnosis, all as specified and directed by Engr-in-charge. 144 Supply and fix Voltage stabilizer for automatic operation, single phase naturally air cooled indoor type & designed for input variation between 130 V to 300 V with output voltage stabilized at 230 V with accuracy of ± 2.5% and of capacity 5 KVA. 145 Supply, install,commissioning and testing of commercial Air curtain unit for prevention of dust and conditioned air losses, single phase, 220 V, 50 HZ, made out of MS/CRCA sheet of minimum thickness 18 gauge finished with two coats of red oxide primer and final coat of synthetic enamel paint (ovenbaked) with MS CRC 18 gauge square perforated suction grills, Aluminium alloy fans and single phase electric motor, nozzles etc, complete with fittings and accessories so as to produce 1 - 1.5 m/sec air velocity at floor level fordoor openingsize 40x78 all as specified. 146 Supply and laying in replacement under-ground LT Cable XLPE insulated heavy duty armoured sheathed 1100 volts grade of cross sectional area 70 Sq mm, 3.5 core, with aluminium conductor, ISI marked as per IS : 7098 ( Part-1) along with suitable size aluminium cable lugs, gland if required and jointed in any description complete all as specified and as directed. 147 Excavation in trenches in soft/loose soil not exceeding 1.5 mtr wide and not exceeding 1.5m deep, getting out the excavated earth, forming bottom surfaces to required gradient complete all as specified and directed 148 Removal of excavated material soils to a distance n exc 50 m and depositing where directed at a level not exceeding 1.5m above the straight point 149 Returning filling in, including spreading, levelling watering and well ramming in layers n exc 25 cm as in any type of soil. 150 Material andlabour for sand cushioning using dry and clean tibba sand in two layers, first layers of 80mm thick before laying of cable and second layer of 150mm thick after laying of cable in trenches/ducts including consolidation of each layers complete all as specified and directed. 151 Material and labour for un-reinforced pre-cast concrete cable covers, class LV type-1, flat size 250mm x 150mm x 40mm thick complete all as specified.
Contract Date: Oct 10, 2025 Contract Value : ₹ 31.91 Lakh
Statutory Bodies & Commissions/Committees No of Bidders 5
Rajasthan View Result →
36.
Defence #8073997 AOC
Tender For Comprehensive Repair To Certain Otm Bldgs Of Adsr, Asc Bn And Guards Under Age B/R I At Patiala Mil Stn; 2 Taking down cement plaster of any description, any thickness from external surfaces of walls/soffits etc. incl raking out joints, hacking for keys, scrubbibg down with water etc complete all as specified and directed by Engineer-in-Charge. 3 Material & labour for cement plastering 15mm thick in two layers (10mm and 5mm respectively) in cemet mortar 1:4 including mixing of liquid water proofing compound as per manufacturers instructions on brick work or concrete surfaces or in chajjas/parapet walls etc finished even and smooth without using extra cement and fixing of chicken wire gauge where directed complete all as specified and as directed by Engineer-in-Charge. Note : WPC and chicken wire gauge will be measured and paid separately. 4 Supply only integral liquid water proofing compound complete all as specified & as directed by Engineer-in-Charge. Make : Pidilite/Sika 5 Material & labour for cement plastering 10mm thick in cemet mortar 1:6 on brick work or concrete surfaces finished even and smooth without using extra cement complete all as specified and as directed by Engineer-in-Charge. 6 Material & labour for cement plastering 10mm thick in cemet mortar 1:3 as on ceilings or concrete surfaces finished even and smooth without using extra cement complete all as specified and as directed by Engineer-in-Charge. 7 Material & labour for Applying two coats of oil bound distamper white or tinted over a coat ofprimer on walls incl preparation of plastered surfaces of wall complete all as specified and directed by Engineer-in-Charge. 8 Material & Labour for applying Two coats of 100% wheather proof 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 new surfaces complete all as specified and directed. 9 Material & labour for preparation ofplastered surfaces of ceiling and applying three coats of white wash including preparation of surface, complete all as specified and directed by Engineer-in-Charge. 10 Material & labour for preparation of newely steel surfaces of any description, over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified 11 Material & labour for Preparation of newly wooden surfaces of any description, over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of pink primer complete all as specified 12 Material & labour for Repair to RCC sunshades, Chajjas, Balconies, Columns, bands, beams and similar RCC work at any position/height by dismantling loose/disintegrated portion and dubbing out with Cement Concrete 1:1½:3, 15mm to 50mm thick using 6 to 12mm graded stone aggregate to make up and finished to required shape including provision of necessary supports if required and stitching of cracks with mild steel U clamps made out of 8mm dia @ 150mm c/c with inserting concrete block stretcherwith cement mortar 1:3 mixed with adhesive chemical (Polymer based) and reinforced with PVC chicken mesh including form work where ever required and finished with10 mm thick plastering in CM 1:4 finished even and fair without using extra cement including preparation of surfaces to receive finishes complete all as specified and directed. 13 Demolition of brick work or stone/boulder masonary built in cement mortor including all quoins,arches,pillars etc complete all as specified. 14 Material & labour for Brick work with sub class B bricks straight or curved on plan exceeding 6m mean radius bulit in C:M 1:6 all as specified. 15 Material & labour for Brick work in cement mortar 1:4 complete all as specified and directed. 16 Roughening the surfaces of old concrete floor by picking, sweeping, cleaning and washing down with water to remove dust and brushing neat cement slurry with 3.0 kg of cement per Sqm complete all as specified and directed 17 Dismantling, floor, hearth or wall tiling including CM(bedding (but not backing), removing serviceable tiles to store & rubbish off the premises 18 M & L for Non - skid coloured Ceramic tiles 7-8 mm thick (square/ rectangular) area of Each tile exceeding 0.18sqm but not exceeding 0.36 sqm, in floors etc. set and jointed in neat cementslurry@ 3kg per SQM and pointed in white or coloured cement to match, incl 15 mm thick screed bed in cement mortar (1:6) complete all as specified and directed by Engineer-in-Charge. 19 All as per Srl Item No 17 above, but as in skirting 100mm height laid over 10mm thick rendering coat in CM 1:4 set and jointed in neat cement slurry and pointed with white or coloured cement to match, complete all as specified and directed by Engineer-in-Charge. 20 M&L coloured glazed ceramic tiles size 450x350x7mm thick laid over 10mm thick rendering coat in CM 1:4, set and jointed in neat cement and pointed in white or coloured cement to match.The dado of same finish as of flooring shall be flush with plaster & all edges properly mitered complete all as specified and directed by Engineer-in-Charge. 21 M&L for7 to 8mm thick Non skid joint free coloured ceramic tiles area of each tiles exc 0.11 Sqm but n.exc 0.18 Sqm laid over 15mm thick bedding layer in CM 1:6, set and jointed in neat cement slurry and pointed with white or coloured cement to match complete all as specified and directed by Engineer-in-Charge. 22 Material & labour for rounding to edges of stone slabs one edge, such as in steps, cooking platform, and other similar situations with pigment to match the shade of slab including rubbing, cutting and mirror type granite polishing complete all as specified and directed by Engineer in charge. 23 Demolition of stone slab and tiles of any description or thickness as in floors, apron etc laid, bedded and pointe in any mortar complete all as directed. 24 M&L for Baroda Green marble,machine cut as in shelves/steps/cills/jambs/skirting/border only in tile flooring and the like works and flooring etc,15 to 18mm thick including bull nose the front length,set and jointed in cement slurry over & including screed of 15mm thick rendering in cement mortar (1:4) and pointed in cement mixed with pigment to match the shade of slab including rubbing,cutting and mirror type granite polishing complete all as specified.Note: Single piece should be used in steps/cills/jambs/shelves. 25 Material & labour for machine cut Kota stone slab flooring 18-20 mm thicklaid over 15 mm thick cement mortar 1:4 screed bed laid and jointed with grey cement slurry mixed with pigments to match the shade of the slab including rubbing and polishing to mirror finish complete to be fixed in any position as described and specified. 26 Material and labour for coloured tiles 10 mm thick as in skirting to match the shade of kota stone flooring laid over screed bed 1:3 and jointed with white cement and pigments to match the shade complete all as specified and directed. 27 M & L for 18- 20mm thick granite (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 and including 20 mm thick cement plaster (1:3) complete all as specified. 28 Supply & fixing stainlessHarrison rails 25mm dia mild steel, chromium plated with fixing brackets,finials (02 Nos for each curtain rod), rollers etc for curtain rod incl all fixing complete all as specified and directed by Engineer-in-Charge. 29 Taking down chokhats or frames (without taking off shutters from the frame) n.exc 1.50 sqm including cutting holes and making good reqd shape for hold fast block for new frame complete all as specified directed. 30 S & F factory made PVC Door Frame of size 50mm x 47mm made out of 5mm plain colour PVC sheet reinforced with M.S. Square tube, suppling& fixing in opening complete all as per specification & drawing.(Note:- Door frame shall be water proof, termite proof, elegant and should have excellent screws holding strength to fix hinges and hold doors properly for a long life), Complete all as specified 31 Supply & fixing factory Made Solid PVC Moulded Door Shutters 28 to 30 mm thick (stile:),( brown/ coffe colour)with homogeneous fine cellular structure having density of 550 KG/Cumwith 2,4 or 6 raised panel design with 5mm thick Moulded PVC Sheet on the front Face & 2mm Plan colour PVC sheet on back face, supplying & fixing in frame at site as per specification. 32 Taking down chowkhats or frames (without taking off shutters from the frame) exc 1.5 Sqm and n. exc 4.00 Sqm incl cutting holesand making good reqd shape for hold fast block for new frame complete all as specified. 33 Taking down shutter not exc 2 sqm each of any description complete all as specified and directed. 34 Supply & fixing factory made Pressed steel frames made of MS sheet of 1.20 mm thickness for doors with one or more rebates including necessary fixing lugs, hinges, lock strike plate, etc,size 125x60mm complete as specified and directed. 35 S&F factory made Pressed steel frames made of MS sheet of 1.20 mm thickness for doors with one or more rebates including necessary fixing lugs, hinges, lock strike plate, etccomplete all as specified,size 105x60mm complete as specified and directed. 36 M&L for Plain cement concrete (1:3:6) type C-0,using 12.5 mm graded crushed stone aggregate as in back filling of pressed steel frame /hold fast blocks etc and similar complete all as specified and directed by Engineer-in-Charge. 37 Supply & fixing factory made flush shutters 35mm thick, 7 Ply,solid core construction, with block board core and plywood face panels, commercial type on both sides complete all as specified and directed. 38 M&L for 35mm thick glazed and skelton shutters of 2nd class hard wood (factory made) open rebated and divided to receive glass, gauze etc (without sash bars) edges of framing plain, chamfered or rounded fitted with cut and mitred beads for securing glass etc size of members of shutter as specified in SSR Pt-1 section 8 clause 8.24(a) supplied and fitted to chowkhats complete all as specified and directed. 39 M&L for Butt hinges 100 mm size, cast brass with mild steel butt hinge pin, bright polished and fixed, type B-11 complete all as specified and directed. 40 Supply & Fixing Aluminium handles125mm, cast type, anodised complete all as specified and directed. 41 M&L for Aluminium alloy, anodised, sliding door bolt 250 mm length with hasp, staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast- aluminium alloy and fixed complete all as specified and directed 42 M&L for Aluminium anodised, barrel tower bolts of 200 mm size of extruded section and fixed complete all as specified and directed. 43 Supply & fixing 300mm, mild steel ordinary rat tail rod pattern springs including roller and roller plate including necessary welding to chowklhats complete fixed all as specified 44 M&L for Floor door stopper of size 140 mm long of aluminium alloy body and tongue, anodised, with hard drawn steel spring,fixed in floor complete all as specified and directed. 45 Supply & fixing factory made Steel window box type usning ERW hollow P section comprising double frame for and including gauged and glazed Skelton shutter 30mm thick, jointed internally with flat iron 25x3mm complete including hinges, handle, tower bolts, stops, lugs, etc including 8mm square gaurd bars all as shown on drawing No TD-191 (R) sheet 1/4 to 4/4 complete all as specified and directed by Engr-in-charge 46 Supply & fixing Steel ventilator with top hung shutter including hinges, steel peg stay complete complete all as specified and directed by Engr-in-charge 47 S & F Mild Steel Framed work such as Guard Bar/grill for steel ventilator welded to ventilator frame or fixed independantly, gratings, etc. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165 complete all as specified & directed by Engineer-in-Charge. 48 Supply & fixing for 3mm thick Sheet glass, ordinary quality and glazing with oil putty in square n exc 0.5 sqm in each pane 49 Supply & fixingfor 3 mm figured glass sheet ordinary quality and glazing with oil putty in square n exc 0.5 sq. m in Each pane complete all as specified. 50 Supply & fixing for Stainless steel wire cloth. 0.36mm nominal dia of wire and average width of aperture 1.40mm and fixed with stainless steel wire staplescomplete all as specified and directed by Engineer-in-Charge. 51 S&F in repairs vitreous china wash basin, white, flat back, size550x400m excluding taps, waste , chain & plug & porcelain stopperincluding brackets incl cutting for pinning in ends of bracketes or erecting standand fixing and supply and waste pipe complete all as specified and directed 52 S&F in repair vitreous china squatting pan Orissa pattern size 580x440mm white with integral foot rest complete incl provision of lime concrete bedding complete all as specified and directed. 53 S & F as in repairsvitreous china wash down water closet European Type pedestal pattern with seat & cover as in repairs with jet spray complete incl fixing of flush pipe etc complete all as specified and directed. 54 Supply & Fixed in repair for vitreous China bowl urinals (back or cornerwall type) complete including providing & fixing plugs bedding urinal against wall in cement mortar 1:2,securing urinals to plugs with &including 60mm long brass screw ,pointing around urinal back in cement, fixing automatic flushing cistern with brackets, flush pipe and waste pipe,(Ist quality) with flat back of size 465x355x265mm white with grating and unions for discharge pipe complete all as directed. 55 S&F in repair 10 ltr capacity PVC flushing cistern low level white colour incl PVC connection PVC flush pipe of reqd length complete all as specified and directed. 56 S&F in repairs 600mm x 450 mm bevelled edge mirrorof selected quality, mounted on 6 mm thick AC plain building board or commercial plywood and fixed to wall on wooden plugs with chromium plated brass screws and cup washers all complete as specified and as directed. 57 Taking up or down GI tubing 15mm bore pipe and connection including cleaning for refixing or removal from site as directed 58 Supplying and laying of 15 mm dia Tubes, medium grade,galvanised,with all fittings on walls/ceiling or laying in floors complete all as specified & directed 59 Taking up or down GI tubing 20mm bore pipe and connection including cleaning for refixing or removal from site as directed 60 S&F 20mm bore pipe medium grade galvanised iron water tube with all fittings laid in floors fixed to wall etc complete all as specified and as directed. 61 Supply & fixing in repair overhead shower 125mm size with 235mm long shower arm and incl all necessary accessories as recommended by manufacturer for fixing and taking down existing of any description/size complete in all respect all as specified. 62 Supply & fixing in repair towel rail 20mm dia,D type, 60 cm long between flanges and including all accessories like brackets/screws etc as recommended by manufacturer and complete fixed in position complete all as specified. 63 Supply & fixing in repair Bib taps,CP,fency type long body with wall flange screwed for 15mm bore of iron pipe or for brass ferrule and fixed in position complete in all respect all as specified. 64 Supply & fixing in repair Pillar taps, fency type, long neck, cast copper alloy, with capstan heads, chromium plated, screwed down, high pressure, with long screwed shanks and fly nuts, screwed for 15mm bore of iron pipe and fixed in repairs all as specified. 65 Supply & fixing in repair Stop valves, fancy type, CP with long shank and cup ( concealed type ), exposed part kit with wall flange and regular body of concealed stop cock suitable for 15mm line with protection cap fixed in position complete in all respect all as specified. 66 Supply & fixing in repair Angular Stop Cock with wall flange, fency type chromium plated cast copper alloy screwed down, high pressure, screwed one ends for 15mm bore of iron pipe or for union and fixed in position complete in all respect all as specified. 67 S&F in repair stainless steel grating 150x150 mm size square shaped with cockroach trap for floor trap fixed in position complete all as specified . 68 S&F in repair towel ring of PTMT fixed with and including chromium plated brass screws and wooden/plastic cleats (Minimum weight 90gms) 69 S&F acrylic glass shelf assembly for soapdish and appropriate space for placing other things like tooth brushes comb tooth paste etc and fiexed to walls with plug and brass chromium plated screws complete all as specified and directed 70 Dismantling water tanks and removing to store of capacity exc 250 & n.exc 500 ltrs. 71 S&F tripple layered rotational moulded polyethylene water storage tanks (cylindrical vertical with closed top / cover) white coloured 500 Ltrs capacity hoisted and fixed in position all as specified including ball brass valves, high pressure, with polythene float and fly nut complete screwed for 20mm bore iron pipe and including GI nipple/union of 20mm bore to connect GI tubing to PVC tank complete all as specified and directed. 72 Dismantling water tanks and removing to store of capacity exc 500 & n.exc 1000 ltrs. 73 S&F tripple layered rotational moulded polyethylene water storage tanks (cylindrical vertical with closed top / cover) white colourd 1000 Ltrs capacity hoisted and fixed in position all as specified including ball brass valves, high pressure, with polythene float and fly nut complete screwed for 20mm bore iron pipe and including GI nipple/union of 20mm bore to connect GI tubing to PVC tank complete all as specified and directed. 74 S & F 20mm Ball valves high pressure of PTMT with epoxy coated Aluminium rod & highdensity plastic ball screwed for iron pipe and fixed in repair (Minimum weight 20 mm - 210 g m s .) all as specified &directed. 75 S&F in repair 15mm dia Bib tap standard of PTMT fancy type any colour high pressure screwed for iron pipe and fixed white coloured (Minimum weight 15mm-90gms/20mm-125gms) complete all as specified and directed. 76 Supply & fixing 20mm bore Gun-metal, globe or gate valves, with iron wheel head, screwed both ends for iron pipe and fixed in repair complete all as specified. 77 M&L for PCC 1:3:6 type C-2 using 40mm graded stone aggretgate, as in base for PVC tanks,as in base of floors and other similar items complete all as specified and directed. 78 Supply & fixing PVC connections 15mm size with brass nuts of length 450mm complete all asspecified and directed. 79 Dismantling of cast iron/pvc soil waste & vent pipes of any dia mm dia incl all fittings etc complete. 80 S&F Cast iron soil, waste and vent pipe, 100mm bore, sand castin any length, with or without ears, with cement joints,fixed to walls with and including stack clamps of size 25X3mm FI, nuts , bolts etc. and making necessary connections complete all as specified and directed. 81 S&F Cast iron soil, waste and vent pipe, 100mm bore, sand castin any length, with or without ears, with cement joints,laid in trenches or in floors complete all as specifiedand directed. 82 S&F Cast iron soil, waste and vent pipe, 75mm bore, sand castin any length, with or without ears, with cement joints,laid in trenches or in floors complete all as specifiedand directed. 83 Supply and fixing 100 mm Cast iron Traps ‘P’ or ‘S’ , 600mm long,complete all as specified and directed. 84 Supply & fixing for cast iron branch pieces singleCentrifugal type (equal or unequal) ordinary or inverted (spigot or socket type) or with parallel branches, suitable for 100 mm bore pipe, fitted with oval access doorjointed with lead joint, complete all as specified. 85 Supply & fixing for CI CowlCentrifugal type suitable for 100 mm bore pipe as in repair, complete all as specified. 86 Supply & fixing for Cast iron bends/Tee duck foot or heel rest, radiusfor 75 mm bore pipe, complete all as specified and directed. 87 Supply & fixing for Cast iron bends/Tee duck foot or heel rest, radiusfor 100 mm bore pipe, complete all as specified and directed. 88 Supply & fixing for PVC(HDPE) rain water pipes, 150 mm bore, single socketed in any length with rubber ring joints fixed to walls complete all as specified including fixing of pipe to wall with flat iron clamps of size 25 x 3mm, bolts washing, nuts etc includingtaking down existing damaged CI rain water pipe complete all as specified and as directed 89 Supply & fixing PVC (SWR) bends/tees of any radius for 150mm bore as in repair complete all as specified. 90 Supply & fixing Salt-glazed stoneware gully traps,Centrifugal type 150x150mm size,square or round mouthed, type P or S incl CI grating fixed in repair complete all as directed and specified. 91 Supply & fixing Cast iron floor trap 110mm dia and 600mm long including jointing with solvent cement in repair complete all as specified and directed by Engineer-in-Charge. 92 S&F 50 mm bore pipe medium grade galvanised iron water tube with all fittings laid in floors fixed to wall for spout etc complete including taking down old pipe complete all as specified and as directed. 93 Dismantling of brick tiles or terracing tiles single layers on roofs complete all as specified and directed by Engineer-in-Charge. 94 Demolition of mud phuska on roof any thickness complete all as specified and directed by Engineer-in-Charge. 95 Material & labour for Roughening surfaces of old concrete floor/roof by picking, sweeping clean and washing down with water to remove dust, etc. complete all as specified and directed by Engineer-in-Charge. 96 Material & labour for Cutting grooves in brick wall, 50mm wide and 65mm deep and shaping horizontal face of groove with cement mortar 1:3 complete all as specified and directed by Engineer-in-Charge. 97 Material & labour for PCC 1:3:6, type C-1 using 20mm graded stone agg as in padding over roof, minimum thickness at khurra as 25mm to maintain a slope of 1:100 complete all as specified and directed by Engineer-in-Charge. 98 Material & labour for Providing and laying3mm thick APP (Atactic Polyproplene Polymer) APP based polymeric membrane minimum weighing 3kg/sqm and minimum 3mm thick reinforced with polyster non wove fabric (wt. not less than 150 gms/sqm) laid over and including bitumen primer @ 0.30 kg / sqm by forced application complete all as specified and directed by Engineer-in-Charge.. 99 Material & labour for 20- 22 mm Precast PCC plain factory made tiles,ISI marked,22 mm thick, of size 250 mm x 250 mm, machine pressed and cut polished and set jointed and pointed in neat cement slurry andfabricated using grey cement & no pigments. over and including 15 mm thick cement mortar (1:3) bedding and joints grouted flush in cement mortar (1:3) mixed with integral liquid water proofing compound over roof surfaces complete all as specified and directed by Engineer-in-Charge. 100 Supplying and applying two component elastomeric acrylic polymer modified cementitious waterproofing coating, SmartCare Damp Block 2K or approved equivalent, having 100%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 manufacturer specifications.Product Make: Sikka/Fosroc/Dr Fixit 101 Supply and apply cementitious coating for corrosion protection having a cement base polymer modified rebar corrosion protection system by applying the first coat approx 1mm thick layer of product carbonation resistance 2mm of sikatop ArmatecR -108 or equivalent as specified corresponds to 20 mm of normal mortar;bond strength 1N/mm2 according to ASTM C 882-78 applying @ 4kg/m2 for two coats onto the prepared reinforcing steel with a medium-stiff brush.it is unavoidable that specified product will also be applied in the same way after a waiting time of 2-3 hours (+20C) complete all as per manufacturers instructions and all as specified. Product Make: Sikka/Fosroc/Dr FixitNote: (i) The application of cementitious coating for corrosion protection shall be got done through the authorised applicator of manufacturer of membrane only all as specified and directed. (ii) The applicator shall be got approved from GE before execution of this item. 102 Proving ,mixing & applying two components Epoxy resin concrete bonding coat on prepared RCC surfaces as per manufacturers apecification incl prepration of surface by chipping and throughly cleaning of surface complete wherever required and as per directions of Engineer-in-charge.Consumption: o.5 kg/m2 complete all as per manufacturers instructions and all as specified.Product requirements : complies with ASTM C 881 Type II Grade 2 class B+C. Product Make: Sikka/Fosroc/Dr FixitNote: (i) The application of epoxy bonding primer shall be got done through the authorised applicator of manufacturer of membrane only all as specified and directed.(ii) The applicator shall be got approved from GE before execution of this item. 103 Supply and apply a pre-batched one component polymer modifies cementitious patch repair mortar in 25mm thickness.Yield:approx 0.84 ltr/kg.System requirements:compressive strength =50 N/mm2 (28 days)according to ASTM C 109 : flexural strength = 3 N/mm2 (7 days)according to ASTM C 293-79consumption of 2.1 kg/sqm/mm Product Make: Sikka/Fosroc/Dr FixitNote: (i)The applicator of polymer repair mortar shall be got done through the authorised applicator of manufacturer of membrane only all as specified and directed.(ii) The applicator shall be got approved from GE before execution of this item. 104 Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and directed. 105 Dismantling timber scantlings 40 sq. cm and over in section, in unframed work in any position 106 M&L for providing and fixing steel work in tubular trusses including special shaped washer etc complete using ERW or induction butt welded tubescomplete all as specified and as directed. 107 Dismantling asbestos cement (corrugated, semicorrugated, etc. sheets in roof coveringscomplete all as specified and as directed. 108 S&F Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified as specified as specified 109 S&F sinks with drainage board made of stainless steel01 mm thick kitchen or laboratory with plugs, washers and wastes; including bedding in cement mortar to dwarf wall or including fixing cantilever brackets and connecting union to pipe overall size 915mm x 460mm bowl size 410mm x 330mm x 160mm fixed in repair complete all as specified and as directed. 110 S&F as in repairs stainless steel plate rack of size 30x24x10 size as per trade pattern fabricated with 0.50mm thick stainless steel sheet suitable for stacking 15 plates with hooks /fittings complete all as per sample kept in Engr-in-charge office( wt shall not be less than 4 kg) 111 S&F MS chromium plated peg set of five fixing with wallcomplete all as specified and as directed. 112 Demolition of cement concreteun-reinforced in ground floors and pavings n.exc 15cm thicknesscomplete all as specified. 113 Material and labour for carrying out water proofing treatment of sunken floor complete all as specified under:(i) The concrete/wall surface shall be cleared thoroughly of all laitance,loose particles,dust,grease etc and any friable and unsound area which shall be chipped,cleaned and thereafter pre-wetted to a satured surface dried condition. (ii) In case of pot holes/superficial cracks,the same shall be repaired with polymer modified mortar using URP as admixture @ 10% of cement content. (iii) The polymer modified mortarusing URP as admixture @10% of cement content shall also be applied on vertical surfaces after removing of plaster upto 60 cm height.(iv) The surface thus prepared shall be coated by applying 2 coats of Dr Fixit Hydrochem super in the sunken areas and extending it upto 150 mm above the finished floor level.This includes layer of a 150 mm wide strip of an open woven glass fiber mesh over the PCC benching (Gole) on the 1st coat whille it is still wet.(v) Rendering 15 mm in CM 1:4 admixed with integral water proofing compound@ 200 ml per bagof cement complete all as specified and directed by the Engineer-in-Charge. 114 M & L for plain cement concrete 1:7:12 mix, type F-2 (using 40mm graded Brick aggregate) as in filling of sunken portion complete all as specified and directed. 115 Material & labour for PCC 1:2:4, type B-0 using 12.5mm graded stone agg as in roof kerb, benching, mud stops, steps, coping and the like items slightly rounded or chamfered on the edges complete all as specified and directed by Engineer-in-Charge. 116 Material & labour for Cement concrete (1:3:6) type C-2 using 20mm graded stone aggregate as in plinth protection/ floor finish, 50 mm thick, surfaces finished even and smooth without using extra cement as in plinth protection including provision of construction joints complete all as specified and directed by Engineer-in-Charge. 117 M&L for 75mm thick PCC 1:3:6 of type C-2 using 40mm graded stone agrregate as in sub base of floors etc complete all as specified and directed. 118 M7L for Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footparth, 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 and including 50mm thick compacted bed of fine 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 specified and directed. 119 M&L for 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. 120 S& F in repair stainless steel wire cloth. 0.36mm nominal dia of wire and average width of aperture 1.40mm and fixed with stainless steel wire staples complete all as specified and directed. 121 Supply and fixing 3mm thick sheet glass in repair incl taking out old glass panes complete all as spcified and directed. 122 Taking down carefully existing points wiring on surface conduit/concealed conduit forlight/ fan/socket /power/bell from wall & roof along with fitting and fixtures such as switches, sockets, ceiling roses, batten holders, unserviceable light fittings, piece of wires,gutties, conduit, wooden boards etc and making good the disturbed portion ofwalls, ceiling etc all as specified and directed Engr-in-charge. 123 M & L for Point wiring with 1.5 sqmm PVC insulated and unsheathed FRLSH single core multi-stranded copper conductor for one light/fan in new PVC conduit to be terminated in pressed steel terminal boxes with top cover plateincluding 1.5 sqmm PVC insulated and unsheathed FRLSH single core multi-stranded copper earth continuity conductor connected to cmmon earth dolly controlled by one switch and/or one regulator complete including repairing the surfaces in CM 1:3 and finishing the surface as per existing treatment all as specified and directedby Engineer in-charge Note-I-(Switches and regulators shall be measured and paid for separately). Note-II- ( Wiring shall be done as per colour code in IS for phase, neutral and earth). Note-III- (The cost of modular cover plate, blank plate and metal flush boxes is deemed to be included in the unit rate quoted for this item).Note -IV - cost of Eye/bottle thimblesused for connection in switches/sockets & MCBs in DBs is deemed to be included in the unit rate quoted for this item. Note:- V- Rate of cutting chasing included in the unit rate quoted for this item 124 M & L for point wiring with 1.5 sqmm PVC insulated and unsheathed FRLSH single core multi-stranded copper conductor for one light point controlled by 2 way and including PVC rigid concealed conduit medium grade 19/20 mm dia to be terminated in pressed steel terminal boxes with top cover plateincluding 1.5 sqmmPVC insulated and unsheathed FRLSH single core multi-stranded copper earth continuity conductor connected to cmmon earth dollycontrolled by one switch and/or one regulator complete including repairing the surfaces in CM 1:3 and finishing the surface as per existing treatment all as specified and directed.Note-I- ( Wiring shall be done as per colour code in IS for phase, neutral and earth). Note-II- (The cost of modular cover plate, blank plate and metal flush boxes is deemed to be included in the unit rate quoted for this item). Note -III - cost of Eye/bottle thimblesused for connection for 2 way switch is deemed to be included in the unit rate quoted for this item. Note:-III- Rate of cutting chasing included in the unit rate quoted for this item 125 All as per Sl item No 122.00 above herein before but one socket out let 5 pins 5 Amp on the same board with other switches complete all as specified and directed. 126 All as per Sl item No 122.00 above herein before but for one socket out let 5 pins 5 Amp on independent board complete all as specified and directed. 127 All as per item No.122.00 herein beforebut 2.5 Sqmm PVC insulated and unsheathed FRLSH single core multistranded copper conductor incl 2.5 Sqmm PVC insulated and unsheathed FRLSH single core muilti-stranded copperearth wire for switch socket combination 3 pin 15 amps on independent board. 128 M & L for Point wiring with 1.5 sqmm PVC insulated and unsheathed FRLSH single core multi-stranded copper conductor for one light/fan in existing conduit to be terminated in pressed steel terminal boxes with top cover plateincluding 1.5 sqmm PVC insulated and unsheathed FRLSH single core multi-stranded copper earth continuity conductor connected to cmmon earth dollycontrolled by one switch and/or one regulator complete including repairing the surfaces in CM 1:3 and finishing the surface as per existing treatment all as specified and directedby Engineer iin-charge Note-I-(Switches and regulators shall be measured and paid for separately). Note-II- ( Wiring shall be done as per colour code in IS for phase, neutral and earth). Note-III- (The cost ofmodular cover plate and metal flush boxes is deemed to be included in the unit rate quoted for this item). Note -IV - cost of Eye/bottle thimblesused for connection in switches/sockets & MCBs in DBs is deemed to be included in the unit rate quoted for this item. 129 All as per Sl item No 127.00 above herein before but one socket out let 5 pins 5 Amp on the same board with other switches complete all as specified and directed. 130 All as per Sl item No 127.00 above herein before but for one socket out let 5 pins 5 Amp on independent board complete all as specified and directed. 131 All as per item No 127.00 herein beforebut 2.5 Sqmm PVC insulated and unsheathed FRLSH single core multistranded copper conductor incl 2.5 Sqmm PVC insulated and unsheathed FRLSH single core muilti-strandedcopper earth wire for switch socket combination 3 pin 15 amps on independent board. 132 Supply and fix in replacement of Modularswitch1 way, 6 Amps, 1 module complete all as specified and directed by Engr-in-charge. 133 Supply and fix in replacement of Modularswitch1 way, 16 Amps, 1 module complete all as specified and directed by Engr-in-charge. 134 Supply and fix in replacement of Modularswitch2 way, 6 Amps, 1 module complete all as specified and directed. 135 Supply and fix in replacement of ModularBell switch1 way, 6 Amps, 1 module complete all as specified.and directed by Engr-in-charge. 136 S & F Bell ding dong electronic complete all as specified and directed by Engineer-in-charge. 137 Supply and fix in replacement of Modular socket 5 pin 6 Amps, 2 module complete all as specified and directed by Engr-in-charge. 138 Supply and fix in replacement of Modularsocket 5 pin 6/16 Amps, combination type2 module complete all as specified and directed by Engr-in-charge. 139 Supply and fix in replacement of Fan regulator modular type 2 module complete all as specified and directed by Engr-in-charge. 140 Ceiling rose surface bakelite surface 65 x 50mm3 terminals all as specified & directed by Engr-in-charge. 141 Material and labour for in replacement angular typelamp holder, PVC/ polycarbonate type with back plate suitable for 7 to 23 watts for batten fitting, including plastic square board of required size, complete all as specified and directed. 142 S&F 9 wattLED Bulb with base cap B22/E27 type minimum 90 lumen/watt having correleted color temperature(CCT) of Emitting light 6500 /3000 K with CRI of LED >90complete all as specified and directed. 143 Supply and fix in replacement of New generation energy saving and environmental friendly long life LED building security light 1x25 watts made up of pressure die cast alluminium housing with high power LED as light source and lense embedded PC cover having TOP OPENING separate driver compartment with IP66 protection and impact resistance of IK07,with all accessories including suitable bracket with 32 mm bore light grade GI pipe bend to shape, including MS clamp of size of required size and PVC cable 1.5 Sqmm twin core from ceiling rose to light fittings complete all as specified and directed by Engineer-in-charge. 144 Supply and fix in replacement of Recess mounted LED luminaire 36 watt 3600K-6300Ksuitable for gridd celling cutout dimensions: 2x2 Ft. incl connecting with twin core copper wire from ceiling rose to fitting, Fixture size: (LxWxH) in (595x595x65) mm incl lamp and driver all as specified & directed. 145 Supply and fix in replacement of Recess mounted LED luminaire 36 watt warm white 3000K suitable for gridd celling cutout dimensions: 2x2 Ft. incl connecting with twin core copper wire from ceiling rose to fitting, Fixture size: (LxWxH) in (595x595x65) mm incl lamp and driver all as specified & directed. 146 Supply and fixing LED flat panel 2 x 2 ft size fully diffused surface mounted fitting (grid/gypsum type) 36-40 watt, 5700 K warm/cool white with powder coating and CRCA front cover incuding frame with provision of PVC flexible copper conductor cable from ceiling rose to light fittings as in repair complete all as specified and directed by Engr-in-charge. 147 S&F Ceiling/surface mounted Slim design LEDsquareDownlight with Superior light output and internal driver 18/20 Watts 230 volts with internally pre-wired and including connecting up with two core twisted flexible copper conductor cable with suitable size compelte all as specified and directed by Engineer-in-Charge. 148 S & F in replacement of new generation energy saving and environmental friendly long life industrial 80 Watt LED High Bay luminaries with clear PC diffuser powder coated Aluminium body IP 65 mounting with eye bolt and PVC cable 1.5 Sqmm twin core from ceiling rose to light fittings complete all as specified and directed. Make: crompton/Havells/Philips/bajaj 149 Supply and fix in replacement of Surface Mounted LED Bulk Head Luminaire of capacity 10 watt with ABS Body & Polycarbonate Diffuser, IP54 inc connection with ,with flexible wire 0.5 sqmm copper cable all as specified & directed by Engr-in-charge. 150 M & L for Sub main wiring with two single core 6.0 Sqmm PVC insulated and unsheathed FRLSH,stranded copper conductor cable drawn through PVC concealed conduit 25 mm dia including 6.0 Sqmm PVC insulated unsheathed FRLSH stranded copper conductor cable as earth wire all as specified and directed by Engineer-in-charge. Note 1:- 2(two) Runs of 6.00 Sqmm Copper conductor cable, 1 Run of PVC conduit & 1 Run of 6.00 Sqmm Copper conductor Earth wire shall be measured as one unit)Note 2 :(i) Rate quoted for this items shall be inclusive of the cost of (i) Rigid non-metallic PVC conduit of 25 mm dia with tees, elbows, reducers, bell mouth tube ends and fixing accessories such as couplers, lock nuts, saddles, pipe hooks etc.(ii) Cutting chases, pinning in making good to facing where required and pointing in cement mortar 1:3 to match the existing surfaces and cutting not exc.10 cm girth . (iii) Including taking out/down existing unserviceable sub main wiring (iv) Thimble/lugs of rating of MCB should be used with wire for fixing in the MCB. 151 M & L for Sub main wiring with two single core 4.0 Sqmm PVC insulated and unsheathed FRLSH,stranded copper conductor cable drawn through PVC concealed conduit 25 mm dia including 4.0 Sqmm PVC insulated unsheathed FRLSH stranded copper conductor cable as earth wire all as specified and directed by Engineer-in-charge. Note 1:- 2 Runsof 4.00 Sqmm Copper conductor cable, 1 Run of PVC conduit & 1 Runof 4.0 Sqmm Copper conductor Earth wire shall be measured as one unit)Note2 : Rate quoted for this items shall be inclusive of the cost of(i) Rigid non-metallic PVC conduit of 25 mm dia withtees, bends, elbows, reducers, bell mouth tube ends and fixing accessories such as couplers, lock nuts, saddles, pipe hooks etc.(ii) Cutting chases, pinning in making good to facing where required and pointing in cement mortar 1:3 to match the existing surfaces, cutting not exc.10 cm girth . (iii) Taking out/down existing unserviceable sub main wiring.(iv) Thimble/lugs of rating of MCB should be used with wire for fixing in the MCB. 152 M & L for Sub main wiring with two single core 10.0 Sqmm PVC insulated and unsheathed FRLSH,stranded copper conductor cable drawn through PVC concealed conduit 25 mm dia including 6 Sqmm PVC insulated unsheathed FRLSH stranded copper conductor cable as earth wire all as specified and directed by Engineer-in-charge. Note 1:- 2 Runsof 10.00 Sqmm Copper conductor cable, 1 Run of PVC conduit & 1 Runof 6.00 Sqmm Copper conductor Earth wire shall be measured as one unit)Note2 : Rate quoted for this items shall be inclusive of the cost of(i) Rigid non-metallic PVC conduit of 25 mm dia withtees, bends, elbows, reducers, bell mouth tube ends and fixing accessories such as couplers, lock nuts, saddles, pipe hooks etc.(ii) Cutting chases, pinning in making good to facing where required and pointing in cement mortar 1:3 to match the existing surfaces, cutting not exc.10 cm girth . (iii) Taking out/down existing unserviceable sub main wiring.(iv) Thimble/lugs of rating of MCB should be used with wire for fixing in the MCB. 153 M & L for Sub main wiring with 04 (Four) single core 10.0 Sqmm PVC insulated and unsheathed FRLSH,stranded copper conductor cable drawn throughpvc concealed conduit of suitable dia including 6.0 Sqmm PVC insulated unsheathed FRLSH stranded copper conductor cable as earth wire all as specified and directed by Engineer-in-charge. Note1:- 4 Runsof 10.00 Sqmm Copper conductor cable, 1 Run of PVC conduit & 1 Runof 6.00 Sqmm Copper conductor Earth wire shall be measured as one unit)Note2 : Rate quoted for this item shall be inclusive of the cost of (i) Rigid non-metallic PVC conduit of suitable size dia with tees, elbows, reducers, bell mouth tube ends and fixing accessories such as couplers, lock nuts, saddles, pipe hooks etc.(ii) Cutting chases, pinning in and making good to facing where requiredpointing in cement mortar 1:3 to match theexisting surfaces and cutting not exc. 10 cm girth. (iii) Taking down/out existing unserviceable sub main wiring.(iv) Thimble/lugs of rating of MCB should be used with wire for fixing in the MCB. 154 Supply and fix in replacement ofMCCB, 4 Pole, 100 A, 25 KA for fixing in DB including proper thimble connection, thermal and magnetic release protectioncomplete all as specified and directed by Engineer-in-charge. 155 Supply and fix in replacement of MCCB, 4 Pole, 63 A, 16 KA for fixing in DB including proper thimble connection, thermal and magnetic release protectioncomplete all as specified and directed by Engineer-in-charge. 156 Supply and fix in replacement epoxy power coated MCCB distribution distribution box double door VTPN 4 way vertical type AC 415 V with IP 43 protection for MCBs alongwith provision of MCCB as incomer with common bus-bar rated 200 Amp at incoming end of outgoing MCBs grouted/ flush to wall, complete all as specified by Engineer-in-charge. (Note :- MCCB will be measured and paid under seperate item) (i) Cost of Eye/bottle thimblesused for connection in switches/sockets & MCBs in DBs shall deemed to be included in unit rate quoted for this items, (ii) Electric wiring should be done in proper colour coding i.e. Red for phase, Black for neutral and Green for Earth (iii) Connection of cable with VTPN shall be done through appropriate size of thimble. 157 Supply and fix in replacement of MCB, single pole & neutral (SPN) 10 KA 240 volts, 63 Amp capacity fixing in DB’s complete all as specified and directed. (Note: MCB should be C curve as directed by engineer in charge) 158 Supply and fix in replacement of Sheet metal enclosure 8 ways double door for DBs when MCBs areto be used 240,volts including 200 Amps standard bus bar of suitable size and common neutral link allflush mounting type, drilling holes for incoming and out going cables with IP43 protection complete all as specified & directed byEngr-in-charge. 159 Supply and fix in replacement of Sheet metal enclosure 4 ways double door for DBs when MCBs areto be used 240,volts including 200 Amps standard bus bar of suitable size and common neutral link allflush mounting type, drilling holes for incoming and out going cables with IP43 protection complete all as specified & directed byEngr-in-charge. 160 Supply and fix in replacement of Sheet metal enclosure 12 ways double door for DBs when MCBs areto be used 240,volts including 200 Amps standard bus bar of suitable size and common neutral link allflush mounting type, drilling holes for incoming and out going cables with IP43 protection complete all as specified & directed byEngr-in-charge. 161 S & F in replacement of MCB , SPN,240 Volts ,32-40 amp for fixing in DBs ofincluding proper thimble connections complete all as specified and directed by Engineer-in-Charge. (Note: MCB should be B or C curve as directed by engineer in charge) 162 S & F in replacement of MCB, TRIPLE pole & neutral (TPN) 10 KA 240 volts 40 to 63 Amp capacity fixing in DB’s complete all as specified and directed. (Note: MCB should be C curve as directed by engineer in charge) 163 S & F in replacement ofMCB, single pole 240 volts 6 to 32 Amp capacity for fixing in DB’s including proper thimble connections complete all as specified and directed by Engineer-in-Charge. (Note: MCB should be C curve as directed by engineer in charge) 164 S & F in replacement of Sheet metal enclosureDB TPN 4 ways double door 415 volts with 200 Amps standard bus bar of suitable size and common neutral link flush mounting type, drilling holes for incoming and out going cables complete with IP-43 protection complete all as specified and directedby Engr-in-charge 165 M & L for replacement of UNSV Earthing complete with galvanised steel earth plate electrode, 600x600 x 6.0mm thick burieddirectly in ground(earthpit not less than 2.25m deep below normal level) connectedtogalvanised earth leadwire 4.0mm dia by means of nuts, bolts, &washers of GI as shownin electrical plate No 3 of SSR PartI.Connected to earthing test pointtesting complete including necessary earth pit chamber PCC 1: 3: 6 type C1, and 50mm thick RCC 1 : 2: 4 chamber cover and with 8mm dia mild steel re-enforcement@ 15Cm C/C spacing both ways with a handle made of 8 mm bar for fitting, galvanised iron funnel, wire mash watering pipe GI 20 mm dia light grade, and protection to earth leadshall be providedwith GI pipe light grade 15mm dia up to 7.5m from the earth plate electrode, excavation including charcoal and common salt in alternative layers 15 cm Thick mixed refilling of soil etc complete all as directed by Engineer-in-charge. 166 Supply and fixingPVC gangbox 15 amp 1 switch and 1 socket 15 amp all as specified 167 Supply and fixing PVC gangbox 5 amp 2 switch and 2 socket 5 amp all as specified. 168 Supply and fixing PVC gangbox 5 amp 2 switch and 1 socket 5 amp all as specified. 169 Supply & fix in replacement of Tube light fitting Self Ballasted LED Batten. Extruded Thermoplastic body with PC Diffuser in squareLED Batten 18/20W 6500K cool /warm whiteof capacity ,20 watt,4 ft long incl 3 core flexible wire 0.5 sqmm copper cable all as specified and directed by Engr-in-charge. 170 Supply and fix in replacement of Tube light fitting Self Ballasted LED Batten. Extruded Thermoplastic body with PC Diffuser in squareLED Batten 10/12W 6500Kof capacity ,watt,2 ft long incl 3 core flexible wire 0.5 sqmm copper conductor cable all as specified and directed byEngr-in-charge. 171 M & L for Sub main wiring (with approved colour coding as per IS)with single core FRLSH PVC insulatedmultistranded copper conductor1.1 KV grade (main cable : number of runs indicated below) along with one run of single core FRLSH PVC insulatedmultistranded copper conductor 1.1 KV grade for earthing in and including PVC conduits of suitable size, for 2 runs of 1.5 sq. mm main cable + 1 run of 1.5 Sq. mm earth cable as in replacement of old unserviceable wiring complete all as specified and directed. Note:(i) Two different color wires shall be used for phase andneutral . (ii)Connections of cables with MCBs or bus bars shall be done through appropriate size brass/copper thimbles. (iii) If Necessary cutting chasing shall be included in this item. 172 Supply and fix in replacement ofLED post top fitting 40 W powder coated aluminium die cast and spun aluminium with clear/diffused PC cover suitable for landscape lighting 240V, 50 Hz ,ACsupply complete with all accessories internally pre wired including provision of 3 corePVC flexible copper conductor from electric supply source to connector of light with degree of protection IP 65,CCT 6500K complete all as specified and directed by Engr-in-charge.Note: Cost of GI pipe of suitable dia of length 4 feet, grouting holes into piller and cement work has beenincluded in the rate quoted by contractor 173 Supply and fixin replacement of 12 watt LED light fitting decorative type wall mounting fixture including LED lamp compact and energy efficient epoxy powder coated luminaireand connecting with copper conductor flexible cable from ceiling rose to conector of the light complete all as specified and directed by Engr-in-charge. 174 Supply and fix in replacement ofLED post top fitting 20 W powder coated aluminium die cast and spun aluminium with clear/diffused PC cover suitable for landscape lighting 240V, 50 Hz ,ACsupply complete with all accessories internally pre wired including provision of 3 corePVC flexible copper conductor from electric supply source to connector of light with degree of protection IP 65,CCT 6500K complete all as specified and directed by Engr-in-charge.Note: Cost of GI pipe of suitable dia of length 4 feet, grouting holes into piller and cement work has beenincluded in the rate quoted by contractor 175 Supply and fix in replacement ofhighly reliable energy efficient multi high power LED with lensflood light designed with optimized optical performance and good heat dissipation with uniform distribution of capacity 80 Watt, CCT 5700-6500K, CRI>70, rated voltage 220V-240V AC, 50 Hz, Power factor>0.9, IP-66 dimension 290x235x155 mm epoxy powder coated pressure die casted aluminium housing with bright anodised aluminium reflectro and enclosed with heat resistant and toughened glass having constant current driver suitable for 140-280V AC working range suitable for facade lighting with all accessories internally pre wired including connecting with flexible copper conductor to connector of the light with necessary fixing arrangements complete all as specified and directed by Engr-in-charge. 176 Supply and fixing in replacement single pole and neutralenclosure with a two pin and earth plug and socket complete with one single pole MCB 20 Amps, complete all as specified and as directed by Engineer-in-charge. 177 Supply and fix new generation, energy saving, environment friendly, long life aesthetically designed aluminium landscape IP 65luminaire for diffused lighting with high power LED as light source LED Bollard pathway lightsof capacity 10 watt cool/warm white made up of aluminium pipe UV protected pure polyester powder coated having colour temperature(CCT) 3000K warm white fixed to concrete foundation by means of 3 nos M10 bolts complete all as specified and directed by Engr-in-charge.Note:- Cost of PCC foundation of suitable height , PVC conduit25 mm of suitable length, all electrical connection and all other items whichever required for fixing is deemed to be included in the unit rate quoted for this item. 178 Supply and fixincl taking down LED garden light fitting cool/warm white with LED bulb upto 20 watt E27/B22 base cap fitted on the piller with the help of GI pipe of suitable height and PCC up to suitable height nut bolts and in stainless steel housing with clear acrylic cover in top section with IP 65 protection class ,connection with 1.5 sqmm 3 core copper cableincluding making suitable PCCfoundation and all electrical connection complete all as directed. 179 Supply and fixing 1100 volts grade heavy duty cable PVC insulated stranded aluminium conductor, served with inner sheathing of PVC tape and overall PVC sheathed in service connectionsone twin core cable flat or circular stranded conductor size of 6 Sqmm, twin core complete all as specified. 180 Supply and fix PVC insulated copper conductor 3 core 1.5 sqmm passing through flexible PVC conduit of 25mm dia and fixed with clamp complete all as specified and directed.Note:- Rate of Cable and flexible conduit both included in quoted rates.
Contract Date: Oct 07, 2025 Contract Value : ₹ 28.18 Lakh
Statutory Bodies & Commissions/Committees No of Bidders 5
Punjab View Result →
37.
Public Administrative Department #8066371 AOC
Annual Civil Related Works For Bhor Municipal Council,Bhor - Ex. for roadway in soil by Manual Means.(With Prior Permission of S.E. only). 2 YST 310 grade Sructural steel work of rectangular hollow steel section for trusses. 3 Woven Polypropylene Geotextile TFI-5300 Type-I. 4 Woven Polypropylene Geotextile TFI-3200 Type-I. 5 Woven Polypropylene Geotextile TFI-3100 Type-I. 6 Work Information Bord 1.20 m x 0.90 m ofM.S. sheet. 7 White-wash in two coats . 8 White-wash in one coat. 9 White glazed earthenware Wash Hand Basin of 63 cm.x 45 cm. size. 10 White glazed earthenware Wash Hand Basin of 63 cm.x 45 cm. size with chromium plate bottle trap. 11 White glazed earthenware Wash Hand Basin of 55 cm.x 40 cm. size with chromium plate bottle trap. 12 White glazed earthenware Wash Hand Basin of 55 cm x 40 cm size. 13 White glazed earthenware Wash Hand Basin of 45cm.x 30 cm. size. 14 White glazed earthenware Sink 600 mm x 200 mm x 450mm. 15 White glazed earthenware Sink 450 mm x 200 mm x 300mm. 16 White Glazed Earthenware Ladies Urinal . 17 White Glazed Earthenware full stall type Urinal . 18 Welded Mesh to teakwood frame partly veneersand partly veneered. 19 Welded mesh of 11 gauge including M.S. Angleframewith oil painting 3 coats. 20 Welded mesh fabric for guniting of mesh size 75 mm x 75 mm. 21 Welded mesh fabric for guniting of mesh size 75 mm x 75 mm. 22 Weep Holes of 100 mm dia. A.C./ P.V.C. pipes. 23 Weathered pointing with C.M.1:3for stone masonry. 24 Wax polishing to the old wood work. 25 Wax polishing to floors and dado. 26 Waterproofing Treatment to plastered surface of toilet & bathroom walls. 27 waterproofing on top compacted sub grade with Organosilance Nano Techonology. 28 Waterproofing in W.C. and bath with Brick Bat Coba. 29 Waterproofing by applying a coat of Ter polymer of enoates of 2-(methoxycarbonyl)-1-propene-Butyl-2 propenoate (MPBP) and propenonitrile. 30 WaterproofingTreatmenttonewterracebyusingPolymericCementitiousMembrane. 31 Waterproofingto new terrace by using CPTP elastomeric membranefollowed by brick bat coba covered with 40mm thick IPS. 32 Waterproofingto new terrace by using CPTP elastomeric membranefollowed by brick bat coba covered with 40mm thick IPS. 33 Waterproofing Treatment to new Toilet/bathroom by using Polymeric Cementitious Membrane. 34 Waterproof Plaster in W.C. and bath 20 mm thick for dado. 35 Waterproof heat insulating breathable decorative external coating. 36 waterproof coating using TMPBPandMPBP. 37 Watchman 38 Washable powder distemper in two coats. 39 Washable powder distemper in two coats including Primer Coat. 40 Washable powder distemper in one coat. 41 Washable powder distemper in one coat including Primer Coat. 42 Washable oil-bound distemper in one coat including Primer Coat. 43 Washable oil-bound distemper in one coat . 44 Washable oil bound distemperin two coats. 45 Washable oil bound distemperin two coats including Primer Coat. 46 Wardrobe with Mirror @ 900LX 600DX 1965H. 47 Wall with 200 mm Horizontally perforated THERMO clay hollow blocks. 48 Wall with 200 mmGrinded Horizontally Perforated Clay Hollow Blocks. 49 Wall with 150 mm Horizontally perforated THERMO clay hollow blocks. 50 Wall with 150 mmGrinded Horizontally Perforated Clay Hollow Blocks. 51 Wall with 100 mmGrinded Horizontally Perforated Clay Hollow Blocks. 52 Wall Mounted European type white glazed earthenware water closet pan. 53 W: Metal Beam Crash Barrier Type A. 54 W.B.M.By Mechanical Means withGrading-I.Using Screening Type-A 55 W.B.M. with Grading-II.Using Screening Type-B. 56 W.B.M. withGrading-I.Using Screening Type-B. 57 VITRIFIED STONE EFFECT FINISH tiles on a existing flooring withchemical bonding . 58 Vitrified RUSTIC MATT STONE finish type tiles of size 600 mm. x 600 mm. 59 Vitrified RUSTIC MATT STONE finish type tiles of size 590 mm. x 605 mm. on a existing flooring. 60 Vitrified mirror/ glossy finish tileson a existing flooringwith chemicalbonding. 61 VITRIFIED MATT FINISHtiles on a existing flooring with chemical bonding . 62 VitrifiedTiles with withRustic MattStone Finishfor Skirting. 63 VitrifiedTiles with Mirror / Glossy Finish for Skirting. 64 VitrifiedTiles with Mirror / Glossy Finish for Flooring. 65 VitrifiedTiles with Matt Finish for Flooring. 66 VitrifiedTiles withStone Effect Finish for Skirting. 67 VitrifiedTiles withStone Effect Finish for Flooring. 68 VitrifiedTiles withRustic MattStone Finish for Flooring. 69 VitrifiedTiles withMatt Finishfor Skirting. 70 Vitrifid Steptiles Ready to install Treads and Risers 16 mm thick. 71 Vitrifid Steptiles Ready to install Treads and Risers 12 mm thick. 72 Visitstosite of Bridge/ Bandhara by Expert/Professional Consultant. 73 Vent holes 100 mm dia.of G.I. pipe. 74 Varnish in two coats on new wood work. 75 Varnish in one coat on previously varnished wood work. 76 Valley gutter 24 B.W.G.of 120cm wide. 77 Valley gutter 22 B.W.G. of 90 cm wide. 78 Valley gutter 22 B.W.G.of 120 cm wide. 79 UPVC 110 mmcowl dome. 80 Uniaxial Geogrid TFI TechGrid GeoGrid TGU-60. 81 Uniaxial Geogrid TFI TechGrid GeoGrid TGU-40. 82 Underwater Surface Preparation. 83 Underwater Providing /Fixing the Nozzle for high pressure underwater epoxy grout. 84 Underwater inspection Before rectification work. 85 Underwater inspection After rectification work. 86 Underwater Crack Sealing/Filling using underwater Epoxy mortar. 87 Underwater Crack Groove Cutting. 88 UCR in C.M. 1:5 for foundation of piers, abutments. 89 UCRin C.M.1:5 for returns, head-wals, parapet etc. 90 U.C.R.masonary in C.M. 1:6 in superstructure. 91 U.C.R.masonary in C.M. 1:6 in foundations 92 U.C.R.masonary in C.M. 1:5 in foundations 93 U.C.R.masonary in C.M. 1:3 in Basement. 94 Two coats of water proof cement paintto the plastered surface. 95 Two coats of water proof cement paintto the old plastered surface. 96 Two coats of textured synthetic paint . 97 Two coats of synthetic enamel paintto new /old structural steel work. 98 Two coats of flat oil paintto the old structural steel work. 99 Two coats of flat oil paint plastered surfaces. 100 Two coats of exterior white weathershield paint . 101 Two coats of exterior quality flat oil paint plastered surfaces. 102 Two coats of Exterior Acraylic Emulsion Paint. 103 Two coats of aluminiumpaintto new structural steel work. 104 Two coats ofoil paint to new structural steel work. 105 Two coats ofoil paintto old wood work. 106 Two coats of oil paintto new wood work. 107 Tuck pointing with C.M.1:3 for stone masonary . 108 Triangular sign board of size 90 cm. of 14 gauge M.S. sheet. with retro reflective sheeting. 109 To carry out polygonDrone survey. 110 To carry out polygonDrone survey agencies will use fully autonomous professional survey grade drone 111 TocarryoutlinearDronesurveyagencieswillusefullyautonomousprofessionalsurvey grade drone. 112 TocarryoutlinearDronesurveyagencieswillusefullyautonomousprofessionalsurvey grade drone. 113 TMT FE-500 steelbars for R.C.C. Bridge works. 114 TMT FE-500 bar reinforcement for R.C.C. 115 THRIE:Metal Beam Crash Barrier Type B. 116 Three coats of water proof cement paintto the old plastered surface. 117 Three coats of water proof cement paintto the new plastered surface. 118 Texture plaster with Purlina/ Rustic texture material. 119 Temporary Island 16 m dia. For depth of water 4.0 m and height of island to be 4.50 m. 120 Temporary Island 16 m dia. For depth of water 1.0 m and height of island to be 1.25 m. 121 Temporary Island 16 m dia. for 8 m dia. well. For depth of water 4.0 m and height of island 4.5 m. 122 Temporary Island 16 m dia. for 8 m dia. well. For depth of water 1.0 m and height of island to be 1.25 m. 123 Temporary Island 12 m dia. for 6 m dia. well. For depth of water 4.0 m and height of island 4.50 m. 124 Temporary Island 12 m dia. for 6 m dia. well. For depth of water 1.0 m and height of island 1.25 m. 125 Tea Table 900mm X 750mm X 450mm for m.s. ante chamber. 126 Tar paper Bearing. 127 Taking L section of stream extending 1.20 km onupstream side of the bandhara site. 128 Tack coat with bitumen emulsion mixed with Nano- Technology silance. 129 T.W.battens 50 mm. x 25 mm for mangalore tile roof work. 130 T.W.battens 25 mm. x 12 mm for mangalore tile roof. 131 Surface Preparation of the Cracked surface. 132 Supplying, Providing and Mixing Hooked End/ Crimped steelfibers. 133 Supplying, fitting & fixing Surface mounted Crash Bar/panic Bar at FIRE EXIT. 134 Supplying, filling, spreading & leveling stone boulders of size range 5cm to 20cm in recharge pit. 135 Supplying, filling, spreading & leveling gravels. 136 Supplying, filling, spreading & leveling coarse fine aggregatein recharge pit. 137 Supplying, assembling, lowering and fixing in vertical position in bore well. 138 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well screen pipes. 139 Supplying,Drilling/Cleaningholeandinjectingchemical. Application to be designed separately for Rebars with8 mm dia. Bar for640 mm depth. 140 Supplying,Drilling/Cleaningholeandinjectingchemical. Application to be designed separately for Rebars with8 mm dia. Bar for500 mm depth. 141 Supplying,Drilling/Cleaningholeandinjectingchemical. Application to be designed separately for Rebars with8 mm dia. Bar for400 mm depth. 142 Supplying,Drilling/Cleaningholeandinjectingchemical. Application to be designed separately for Rebars with8 mm dia. Bar for320 mm depth. 143 Supplying,Drilling/Cleaningholeandinjectingchemical. Application to be designed separately for Rebars with8 mm dia. Bar for240 mm depth. 144 Supplying,Drilling/Cleaningholeandinjectingchemical. Application to be designed separately for Rebars with8 mm dia. Bar for200 mm depth. 145 Supplying,Drilling/Cleaningholeandinjectingchemical. Application to be designed separately for Rebars with8 mm dia. Bar for160 mm depth. 146 Supplying,Drilling/Cleaningholeandinjectingchemical. Application to be designed separately for Rebars with 8 mm dia. Bar for160 mm depth. 147 Supplying,Drilling/Cleaningholeandinjectingchemical. Application to be designed separately for Rebars with 10 mm dia. Bar for200 mm depth. 148 Supplying,Drilling/Cleaningholeandinjecting chemical. Application to be designed separately for Rebars with16 mm dia. Bar for320 mm depth. 149 Supplying,Drilling/Cleaningholeandinjecting chemical. Application to be designed separately for Rebars with 25 mm dia. Bar for500 mm depth. 150 Supplying,Drilling/Cleaningholeandinjecting chemical. Application to be designed separately for Rebars with 20 mm dia. Bar for400 mm depth. 151 Supplying,Drilling/Cleaningholeandinjecting chemical. Application to be designed separately for Rebars with 12 mm dia. Bar for240 mm depth. 152 Supplying,drilling/cleaningholeandfixingof TorqueControlledExpansionAnchorHST3,ofsizes ranging from M8 to M24.. 153 Supplying,drilling/cleaningholeandfixingof TorqueControlledExpansionAnchorHST3,ofsizes ranging from M8 to M24.. 154 Supplying,drilling/cleaningholeandfixingof TorqueControlledExpansionAnchorHST3,ofsizes ranging from M8 to M24.. 155 Supplying,drilling/cleaningholeandfixingof TorqueControlledExpansionAnchorHST3,ofsizes ranging from M8 to M24.. 156 Supplying,drilling/cleaningholeandfixingof TorqueControlledExpansionAnchorHST3,ofsizes ranging from M8 to M24.. 157 Supplying,drilling/cleaningholeandfixingof TorqueControlledExpansionAnchorHST3,ofsizes ranging from M8 to M24.. 158 Supplying,drilling/cleaningholeandfixingof TorqueControlledExpansionAnchorHST3,ofsizes ranging from M8 to M24.. 159 Supplying,drilling/cleaningholeandfixingof TorqueControlledExpansionAnchorHST3,ofsizes ranging from M8 to M24.. 160 Supplying,drilling/cleaningholeandfixingof TorqueControlledExpansionAnchorHST3,ofsizes ranging from M8 to M24.. 161 Supplying,drilling/cleaningholeandfixingof TorqueControlledExpansionAnchorHST3,ofsizes ranging from M8 to M24.. 162 Supplying,drilling/cleaningholeandfixingof TorqueControlledExpansionAnchorHST3,ofsizes ranging from M8 to M24.. 163 Supplying,drilling/cleaningholeandfixingof TorqueControlledExpansionAnchorHST3,ofsizes ranging from M8 to M24.. 164 Supplying Soft Murum 165 Supplying rolled steel channel post of 100 x 50 mm (ISMC) 166 Supplying M.S. Angle iron post of size 65 mm x 65 mm x 6 mm 167 Supplying M.S. Angle iron post of size 65 mm x 65 mm x 6 mm 168 Supplying M.S. Angle iron post of size 50 mm x 50 mm x 5 mm 169 Supplying Hard Murum 170 Supplying and providing various materials for REED BED filter media of 1 meter depth 171 Supplying and installing of in position the signages FIRE ORDER 172 Supplying and fixing of Swareflex or equivalentMetal Road studs. 173 Supplying and fixing of Plastic body of Swaro Warn or equivalent 184x81x60 mm, mounted on road side plastic guide posts. 174 Supplying and fixing of 6 mm thick Exterior Compact Laminate or High Pressure Laminate of approved colour. 175 Supplying and fixing G.I. Pipe 65 mm dia.heavy type drilled on top and painted with one coat of epoxy primer and two coats of epoxy finish paint. 176 Supplying and fixing G.I. Pipe 50 mm dia.heavy type drilled on top and painted with one coat of epoxy primer and two coats of epoxy finish paint. 177 Supplying and fixingof Plastic body studs. 178 Supplying 80 mm Metal, by breaking rubble obtained by blasting. 179 Supplying 80 mm Metal, by breaking Boulders obtained by blasting. 180 Supplying 40 mm Metal, by breaking rubble obtained by blasting. 181 Supplying 40 mm Metal, by breaking Boulders obtained by blasting. 182 Supplying & Fixing of fire resistant Vision Panel. 183 Supplying & Fixing Fire resistant Door Shutters: 184 Supplying & Fixing Fire resistant Door Frame: 185 SupplyingandFixingCats Eye. 186 Supply, fixing and installation of 4 mm thick Aluminium Composite Panel (ACP) of approved colourforexternalcladdingincombinationofsolidandmetalliccolours. 187 Supply of Structural steel conforming to Fe- 410 B 188 Supply of ready mix compound or filling potholes & patch repairing. 189 Supply and installation of ZMS (Nylon) cubicles. 190 Supply and Installation of Standard Metal Delineator. 191 Supply and Installation of Flexible Median Marker. 192 Supply and installation of Athena Lite- SS Series Cubicles 193 Supply and installation ofPD DOOR cubicles. 194 Supply and installation ofCEILING HUNGcubicles. 195 Supply and installation of12MM BOX UP cubicles. 196 Supply and installation of STANDARD cubicles. 197 Supply&ApplicationofFireretardantPolish. 198 Supply and Installation of translucent roof with DPI Flux standing seam multicell polycarbonate panel system. 199 Supply and Installation of Dpi Flux translucent roof with standing seam multicell polycarbonate panel systemofmin22mmthick. 200 Supply and Installation of Dpi Flux translucent roof with standing seam multicell polycarbonate panel systemofmin18mmthick. 201 Supply and Installation of Dpi Flux translucent roof with standing seam multicell polycarbonate panel systemofmin16mmthick. 202 Suppling,Drilling/Cleaningholeandfixing makeheavydutyETAApproved ChemicalAnchorof appropriate size and fixing plates subsequently. 203 Suppling,Drilling/Cleaningholeandfixing makeheavydutyETAApproved ChemicalAnchorof appropriate size and fixing plates subsequently. 204 Suppling,Drilling/Cleaningholeandfixing makeheavydutyETAApproved ChemicalAnchorof appropriate size and fixing plates subsequently. 205 Suppling,Drilling/Cleaningholeandfixing makeheavydutyETAApproved ChemicalAnchorof appropriate size and fixing plates subsequently. 206 Suppling,Drilling/Cleaningholeandfixing makeheavydutyETAApproved ChemicalAnchorof appropriate size and fixing plates subsequently. 207 Suppling,Drilling/Cleaningholeandfixing makeheavydutyETAApproved ChemicalAnchorof appropriate size and fixing plates subsequently. 208 Supervisor / Mate 209 Supervisor 210 Structural steel work with RSJ 211 Structural steel work with connecting plates 212 Structural steel workin Trusses. 213 Structural steel workChannel / Angle / Tee 214 StructuralSteel for Sakav 215 Strengthening of RCC,PSCbridges with ethoxycarbonyl Propene Resin Sealer cum Grout. 216 Stream linedR.C.C. M-20Guard Stones. 217 Steel windowswith C. R. C. sheet . 218 Steel Windowwithout ventilators with glass panels. 219 Steel Windowwithout ventilators with glass panels and guard bars. 220 Steel ventilator fully glazed partly fixed. 221 Steel ventilator fully glazed partly fixed with guard bars. 222 Steel pipe delineators of 10 cm. in dia. and height of 130 cm. 223 Steel frame of angle 50 x 50 x 6 mm size for window. 224 Steel frame of angle 40 x 40 x 5 mm size for window. 225 Steel Frame door of angle 50 x 50 x 6 mm. 226 Steel Frame door of angle 40 x 40 x 5mm 227 steel curbs for wells. 228 Steel anchor dowels through Steining of the wells. 229 Steel anchor dowels of 32 mm dia. and of 4.0 M length. 230 StampConcreteof100 mmThickness. 231 Stainless steel sink of size 600 x 510 x 200 mm. 232 Stainless steel Railing with vertical support at 0.60 m spacing & fixed horizontally. 233 Stainless steel hand railing40 mmdiameter and 1.5 mm thick. 234 Stage flooring Made from 18mm plywood. 235 SS, non glare multilingual Braille (raised dots) entrance signage (size 1 ft x 1 ft) as per the approved design and make,indicating the name of the building. 236 Sructural steel work of rectangular hollow steel section for trusses. 237 Spreading H.M./S.M. 238 Spreading80/40 mm metal for road work. 239 Spray plasterwithmarble and quartz . 240 Soling with 80 mmmetal. 241 Soil stabilization by using ultimate fine Nano grout. 242 Sliding Window- 3 Track (2 Glass shutter + 1 flymesh) of approved make with DGU. 243 Sliding Plate Bearing with stainless steel plate sliding on stainless steel plate. 244 Sliding Plate Bearing with PTFE surface sliding on stainless steel . 245 Sky light in R.C.C.roof. 246 Skirting or Dado of polished Kotah Stone. 247 Sinking of wells upto 5.0 metres dia. 248 Sinking of 9 m dia. wellin hard strata for depth 0 to 5 M. 249 Sinking of 8 m dia. wellin hard strata for depth 0 to 5 M. 250 Sinking of 7 m dia. wellin hard strata for depth 0 to 5 M. 251 Sinking of 6 m dia. wellin hard strata for depth 0 to 5 M. 252 Sinking of 5 m dia. wellin hard strata for depth 0 to 5 M. 253 Sinking of 10 m dia. wellin hard strata for depth 0 to 5 M. 254 Sinking ofwells of dia. 9 to 10 M 255 Sinking ofwells of dia. 8 to 9 M 256 Sinking ofwells of dia. 7 to 8 M 257 Sinking ofwells of dia. 6 to 7 M 258 Sinking ofwells of dia. 5 to 6 M 259 Single shuttered aluminium extruded powder coated openable door with hydraulic floor spring. 260 Single shuttered aluminium extruded powder coated openable door with bijagiri. 261 Single Faced Mobile Unit for Compactor 2150mmH x 2745mmW x 457mmD. 262 Single Faced Fixed Unit for Compactor 2150mmH x 2745mmW x 457mmD. 263 Single Faced Fixed Unit for Compactor 2150mmH x 1830mmW x 457mmD. 264 Single Bed @ 2025LX 1000DX 650H. 265 Silicon Base Water Repellent Stone Sealers in Two coats. 266 Sign boards in Circular shape of 900 mm. dia. with 4 mm (ACM) ofClass B. 267 Sign boards in Circular shape of 900 mm. dia. with 2 mm Aluminum sheet ofClass C. 268 Sign boards in Circular shape of 900 mm. dia. with 2 mm Aluminum sheet ofClass B. 269 Sign boards in Circular shape of 900 mm. dia. with 2 mm (ACM) ofClass C. 270 Sign boards in Circular shape of 750 mm. dia. with 4 mm (ACM) ofClass C. 271 Sign boards in Circular shape of 750 mm. dia. with 4 mm (ACM) ofClass B. 272 Sign boards in Circular shape of 750 mm. dia. with 2 mm Aluminum sheet ofClass C. 273 Sign boards in Circular shape of 750 mm. dia. with 2 mm Aluminum sheet ofClass B. 274 Sign boards in Circular shape of 600 mm. dia. with 3 mm (ACM) ofClass C. 275 Sign boards in Circular shape of 600 mm. dia. with 3 mm (ACM) ofClass B. 276 Sign boards in Circular shape of 600 mm. dia. with 1.5 mm Aluminum sheet ofClass C. 277 Sign boards in Circular shape of 600 mm. dia. with 1.5 mm Aluminum sheet ofClass B. 278 Sign boards in Circular shape of 1200 mm. dia. with 4 mm (ACM) ofClass C. 279 Sign boards in Circular shape of 1200 mm. dia. with 4 mm (ACM) ofClass B. 280 Sign boards in Circular shape of 1200 mm. dia. with 2 mm Aluminum sheet ofClass C. 281 Sign boards in Circular shape of 1200 mm. dia. with 2 mm Aluminum sheet ofClass B. 282 Sign Board with RCC Pole of M30 grade - 8ft height and EPS panel of thickness 75mm having size 3ftx 4 ft. 283 Sign Board with RCC Pole of M30 grade - 8 ft height and EPS panel of thickness 75mm having size 5ftx 4 ft. 284 Sign Board with RCC Pole of M30 grade - 6ft height and EPS panel of thickness 75mm having size 5 ftx 4 ft. 285 Sign Board with RCC Pole of M30 grade - 6ft height and EPS panel of thickness 75mm having size 4ftx 4 ft. 286 Sign Board with RCC Pole of M30 grade - 6ft height and EPS panel of thickness 75mm having size 3ftx 4 ft. 287 Sign Board with RCC Pole of M30 grade - 10ft height and EPS panel of thickness 75mm having size 5ftx 4 ft. 288 Sign Board with RCC Pole of M30 grade - 10ft height and EPS panel of thickness 75mm having size 5ftx 4 ft. 289 Sign Board with RCC Pole of M30 grade - 10ft height and EPS panel of thickness 75mm having size 4ftx 4 ft. 290 Sign Board with RCC Pole of M30 grade - 10ft height and EPS panel of thickness 75mm having size 3ftx 4 ft. 291 Sign Boardoffinal size of visible area at 8 ft height of size 5ft horizontal x 4ft Vertical EPS Panel. 292 Sign Boardoffinal size of visible area at 8 ft height of size 4ft horizontal x 4ft Vertical EPS Panel. 293 Sign Boardoffinal size of visible area at 8 ft height of size 3ft horizontal x 4ft Vertical EPS Panel. 294 Sign Boardoffinal size of visible area at 6 ft height of size 5ft horizontal x 4ft Vertical EPS Panel. 295 Sign Boardoffinal size of visible area at 6 ft height of size 4ft horizontal x 4ft Vertical EPS Panel. 296 Sign Boardoffinal size of visible area at 6 ft height of size 3ft horizontal x 4ft Vertical EPS Panel. 297 Sign Boardoffinal size of visible area at 10 ft height of size 5ft horizontal x 4ft Vertical EPS Panel. 298 Sign Boardoffinal size of visible area at 10 ft height of size 4ft horizontal x 4ft Vertical EPS Panel. 299 Sign Boardoffinal size of visible area at 10 ft height of size 3ft horizontal x 4ft Vertical EPS Panel. 300 Shutter to wall cupboard withTeak particle board. 301 Shutter to wall cupboard consisting of Teak Wood. 302 Shrinkage compensating admixture cum plasticizer in concrete. 303 Senior Engineer 304 Self supporting steel roofing system (Proflex)for a span of 28.75 metrefor Godown. 305 Self supporting steel roofing system (Proflex)for a span of 25.00 metrefor Godown. 306 Self supporting steel roofing system (Proflex)for a span of 21.30 metrefor Godown. 307 Self supporting steel roofing system (Proflex)for a span of 15.30 metrefor Godown. 308 Selected H.M. filling . 309 Second class B.B. masonry in C.M.1:6 in Superstructure 310 Second class B.B. masonry in C.M.1:6 in foundations 311 Second class B.B. Composite Masonry in C.M.1:6 312 Secondclass B.B. masonryin C.M. 1:4 in Rectangularpillars 313 Secondclass B.B. masonryin C.M. 1:4 in Curvedpillars 314 Scrapping the old plastered internal surface. 315 Scanning, Digitisation and Geo-referencing of cadastral /revenue maps and interpretation of all existing features like building, water bodies, rivers, agricultural fieldetc to generate base map. 316 Sand faced plasterin C.M. 1:4 317 RWH - Shallow Percolation Pit. 318 RWH - Recharge Pit. 319 Rubble filling over haunches and arches. 320 Rubble filling over haunches and arches. 321 Rubber Mould Glossy Paving Blocks of 80 mm. thick using 100% crushed sand. 322 Rubber Mould Glossy Paving Blocks of 60 mm. thick using 100% crushed sand. 323 Royale Luxury Emulsion of Asian/ Berger/ Nerolac/ Dulux Paints on internal wall surface. 324 Rough Shahabad Box Type Waterproofing for Walls of Basement. 325 Rough Shahabad Box Type Waterproofing for Basement. 326 Rough ShahabadFlooring 50-60 mm. thick. 327 Rough ShahabadFlooring 40-45 mm. thick. 328 Rough ShahabadFlooring 25-30 mm.thick 329 Rough cast cement plaster with coloured cement finishetc. completed. 330 Rough cast cement plaster with base coat of 12 to 15mm thick in C.M. 1:4 and rough cast treatmentcomplete. 331 Rolling Shutter without mechanical gear. 332 Rolling Shutter with mechanical gear. 333 Rock/ Stone Finished Full Body VitrifidReady to install Treads and Risers,16 mm thick 334 Rock/ Stone Finished Full Body VitrifidReady to install Treads and Risers,12 mm thick 335 Road Marking with Hot Applied Thermoplastic Compound. 336 Road Junction/ Information sign Board of size 1.80 x 1.20 M. of 3 mm Aluminum Composite Panel. 337 Road Junction/ Information sign Board of size 1.80 x 1.20 M. of 16 guage M.S.sheet. 338 Road Junction/ Information sign Board of size 1.80 x 1.20 M. of 16 guage Aluminium sheet. 339 Road Junction/ Information sign Board of size 1.80 x 0.90 M. of 3 mm Aluminum Composite Panel. 340 Road Junction/ Information sign Board of size 1.80 x 0.90 M. of 16 guage M.S.sheet. 341 Road Junction/ Information sign Board of size 1.80 x 0.90 M. of 16 guage Aluminium sheet. 342 Road Junction/ Information sign Board of size 1.20 x 0.90 M. of 3mm Aluminum composite panel. 343 Road Junction/ Information sign Board of size 1.20 x 0.90 M. of 16 guage M.S.sheet. 344 Road Junction/ Information sign Board of size 1.20 x 0.90 M. of 16 guage Aluminum. 345 Road Junction/ Information sign Board of size 0.90 x 0.60 M. of 3 mm Aluminum Composite Panel. 346 Road Junction/ Information sign Board of size 0.90 x 0.60 M. of 14 guage Aluminium sheet. 347 Road Junction/ Information sign Board of size 0.9 x 0.6 M. of 16 guage M.S.sheet. 348 Road Junction/ Information sign Board of size 0.60 x 0.8 M. of 3 mm Aluminum Composite Panel. 349 Road Junction/ Information sign Board of size 0.60 x 0.8 M. of 14 guage M.S.sheet. 350 Road Junction/ Information sign Board of size 0.60 x 0.8 M. of 14 guage Aluminium sheet. 351 Road Delineators 80 to 100 cm. high. 352 Retro-reflectorisedInformatorysignboardrectangular/Squareinshape having area less than 0.9 square meter made out of 4 mm aluminum composite panel with 0.5 mm skin thickness on either side bonded with white retro reflective sheeting ofClass B. 353 Retro-reflectorisedInformatorysignboardrectangular/Squareinshape having area less than 0.9 square meter made out of 4 mm aluminum composite panel with 0.5 mm skin thickness on either side bonded with white retro reflective sheeting ofClass C. 354 Retro-reflectorisedInformatorysignboardrectangular/Squareinshape having area greater than 0.9 square meter made out of 4 mm aluminum composite panel with 0.5 mm skin thickness on either side bonded with white retro reflective sheeting ofClass B. 355 Retro-reflectorisedInformatorysignboardrectangular/Squareinshape having area greater than 0.9 square meter made out of 4 mm aluminum composite panel with 0.5 mm skin thickness on either side bonded with white retro reflective sheeting ofClass C. 356 Resetting Mangaore tiles . 357 Replacement of damaged Tower Bolt 300 mm Chromium plated 358 Replacement of damaged Mortise Lock 359 Replacement of damaged Lock of approved quality 360 Replacement of damaged Alluminium Handle 125 mm 361 Replacement of damaged alluminium Butt Hinges of 125 mm. 362 Replacement of damaged Aldrop 300 mm Chromium plated. 363 Replacement of damagedAldrop 300 mm Iron Oxidised 364 Repair of Steel Railing. 365 Repair of R.C.C. Railing. 366 Repairto concrete cracks and joints with epoxyorpolymermodifiedmortar. 367 RepairofRCC /PSCBridgesusingmigrating,non-nitritebased corrosion inhibiting admixtureas approved by Engineer in charge at a dose of 3Kg.per cum of concrete. 368 Removing wooden or A.C. partition. 369 Removing wire fencing with wooden post. 370 Removing wire fencing with iron/C.C.fencing posts. 371 Removing W.C. Pan. 372 Removing ventilators and small windows with frame. 373 Removing Urinal Pans or W.H.B. 374 Removing the tiles, battens,,purlins,rafters and ridges etc. from roof. 375 Removing the existing cement plaster. 376 Removing teak wood trellies work. 377 Removing single country tiled roof. 378 Removing roof truss. 379 Removing rich mix cement concrete. 380 Removing rafters from roof. 381 Removing R. S. girders . 382 Removing Queen Post truss. 383 Removing purlins from roof. 384 Removing planking from roof or ceiling. 385 Removing other type truss below 5 M.span. 386 Removing old paint frommetal surfaces. 387 Removing Np-2 and Np-3 class pipesUpto 900milimetre diameter 388 Removing Np-2 and Np-3 class pipes900 milimetrediameterand above. 389 Removing mud plaster. 390 Removing matting from roof. 391 Removing loose rust from the reinforcement bars by applyingsulphateandchloridefree inorganicsinglecomponentrustremover. 392 Removing loose rust from the reinforcement bars by applyingsulphateandchloridefree inorganicsinglecomponentrustremover. 393 Removing lime or lean cement concrete. 394 Removing King Post truss. 395 Removing iron pipe railing. 396 Removing G.I or A.C.sheet roofing including purlines, principal rafters etc.. 397 Removing entire Manglore tiled roof. 398 Removing earthen/ stoneware pipes. 399 Removing double country tiled roof . 400 Removing doors and windows with frames. 401 Removing cloth partition. 402 Removing cloth ceiling. 403 Removing chockes and leakages from down take pipe 404 Removing cement tiles, or marble. 405 Removing cast iron or wrought iron or A.C. pipe. 406 Removing brick bat coba. 407 Removing battens from roof. 408 Remove roots of the plant from joints of the stone masonry manually and applyinh Pour thiazolinones based Microbial Wall Wash andAnti-rootingSolution. 409 Removal of plants/ ficus grown by pulling out root system embedded in masnory 410 Removal of root inside the bridgewith special chemical Steripure MBT 20. 411 Removalrefixing of Collapsible Railing. 412 Reinforced Soil Abutments 413 Reinforced Earth Wall of 8.00 to 10.00 metre heightin M-35. 414 Reinforced Earth Wall of 6.00 to 8.00 metre heightin M-35. 415 Reinforced Earth Wall of 4.00 to 6.00 metre heightin M-35. 416 Reinforced Earth Wall of 12.00 to 14.00 metre heightin M-35. 417 Reinforced Earth Wall of 10.00 to 12.00 metre heightin M-35. 418 Reinforced Earth Wall of 1.00 to 4.00 metre heightin M-35. 419 ReinforcedEarthWall. 420 Reflective Fluorscent tape on OldSign Board 421 Rectified Porcelain Stoneware Tiles for Ventilated Facades. 422 Random Rubble Masonry 423 R.R.masonary second sortin C.M. 1:6 in Plinth 424 R.R.masonary second sort in C.M. 1:6 in superstructure. 425 R.R.masonary first sort in C.M. 1:6 in superstructure. 426 R.R.masonary firstsortin C.M. 1:6 in Plinth 427 PVC Nahani Trap 8 cm. 428 PVC Nahani Trap 15 cm. 429 Provinding and errecting 1.80 m high Fix knot fencing Bezinal 2000 Type fencing. 430 Provinding and errecting 1.20 m high Fix knot fencing Bezinal 2000 Type fencing. 431 ProvidngGroutingbyspeciallypreparedgroutofWeberCrete/RoffSupercrete/Polyalk WP/Monobond/Permashield/Hypercrateorequivalentwithcementinproportion1:3.5. 432 Providing,Supplying,Laying&FixingofconcreteCanvashydro8 mmthick. 433 Providing,Supplying,Laying&FixingofconcreteCanvashydro5 mmthick. 434 Providing,Supplying,Laying&FixingofconcreteCanvas8 mmthick. 435 Providing,Supplying,Laying&FixingofconcreteCanvas5 mmthick. 436 Providing,Supplying,Laying&FixingofconcreteCanvas13 mmthick. 437 Providing waterproof plaster in W.C. and bath 12 mm thick for dado. 438 Providing Water proofing treatment to old terraces by Rohnex water proofing system in two coats. 439 Providing vee pointing with C.M.1:3 for stone masonry 440 Providing Sump pit in hard strata in wells. 441 Providing SS grab bars set for accessible toilets comprising of 4 nos. 442 Providing soak pit . 443 Providing Silica plaster plaster externally in two coats. 444 Providing Sacrificial Shuttering for Deck Slab. 445 Providing rubble fillingin foundation. 446 Providing Repairing of honeycombs and minor damages with Polymer Modified Morter. 447 Providing polysuphide sealent to contraction joints. 448 Providing of2 Hour Rated Acoustic Fire Door Shutter. 449 Providing of2 Hour Rated Acoustic Fire Door Frame. 450 Providing of Accoustic Door Shutter. 451 Providing of Accoustic Door Frame. 452 Providing of 60 min Fire rated Door Vision Panel. 453 Providing of 60 min Fire rated Door Shutters. 454 Providing of 60 min Fire rated Door Frame. 455 Providing of 120 min Fire rated Door Shutters. 456 Providing of 120 min Fire rated Door Frame. 457 Providing Nipples for pressure injection grouting of polymer cement grout. 458 Providing internal cement plaster 25 mm using Ready to use wall plaster in cement mortar 1:4 459 Providing internal cement plaster 20 mm using Ready to use wall plaster in cement mortar 1:5 460 Providing hot dip galvanizing to 8 mm to 12 mm dia. bars. 461 Providing hot dip galvanizing to 32 mm to 40 mm dia. bars. 462 Providing hot dip galvanizing to 16 mm to 25 mm dia. bars. 463 Providing Grounting of nozzles with Low Viscosity Epoxy grout. 464 Providing groove at junction of brick masonry wall/ R.C.C. beams or column. 465 Providing GBP Build Fast Plus masonry of size 75 x 240x 650 mm in superstructure. 466 Providing GBP Build Fast Plus masonry of size 200 x 240x 650 mm in superstructure. 467 Providing GBP Build Fast Plus masonry of size 100 x 240x 650 mm in superstructure. 468 Providing Fusion Bonded Epoxy Coatingto 8 mm.Bars. 469 Providing Fusion Bonded Epoxy Coatingto 28 mm.Bars. 470 Providing Fusion Bonded Epoxy Coatingto 25 mm.Bars. 471 Providing Fusion Bonded Epoxy Coatingto 20 mm.Bars. 472 Providing Fusion Bonded Epoxy Coatingto 16 mm.Bars. 473 Providing Fusion Bonded Epoxy Coatingto 12 mm.Bars. 474 Providing Fusion Bonded Epoxy Coatingto 10 mm.Bars. 475 Providing fixing of shear links of 12 mm dia in the periphery of the well. 476 Providing fixing of dowel rod of 16 mm diameterin the river bed. 477 Providing filling of Micro-concret. 478 Providing Filling of concrete encasing of grade M-35around the periphery of the pier. 479 Providing Epoxy Mortor with quartz sand with proportion epoxy concrete sand 1:6for repairs to the cracked Pier Girder. 480 Providing earthwork from Other sources. 481 Providing cement based water proofing treatment to terraces (Indian water proofing) with brick bats. 482 Providing Boulder to the cavity area of 75-200mm in size. 483 Providing bentonite slurry process. 484 Providing Autoclaved areated concrete block masonry in cement mortar 1:6 in super structure. 485 Providing applying Polymer modified cement mortar pointing to the stone massonry. 486 Providing and laying of white pre-formed patterned pavement marking tapes 487 Providing and laying of white contrast pre-formed patterned pavement marking tapes 488 Providing and Laying of 2 or more sets (6 Nos. each set) Dual Ribs Pattern Rumble Markings using Plastirib 2K. 489 Providing and Laying of 2 or more sets (6 Nos. each set) Dual Ribs Pattern Rumble Markings on roads with vehicular speeds of more than 50 Km/hr. 490 Providing and laying in place 300mm x 300mm x 16mm cement tactile directional and warning tiles. 491 Providing and laying in place 300 mm x 300 mm x 9.8 mm vitrified tactile warning and directional tiles. 492 Providing and laying Hyperplas90 micron thick High Molecular High density Polyethylene film water proofing. 493 Providing and laying HyperplasV shape embossed 40 micron Aluminium foil layer water proofing. 494 Providing and laying Geocell TFI TechCell GeoCell-660x75. 495 Providing and laying Geocell TFI TechCell GeoCell-356x150. 496 Providing and laying Fin Drains (Drainage Composite) TFI TDC-55130W. 497 Providing and laying epoxy concrete. 498 Providing and laying 18milimetrethick ADONI BROWN LEATHER FINISH stone for Skirting. 499 Providing and laying 18milimetrethick ADONI BROWN LEATHER FINISH stone for flooring. 500 Providing and laying 125 micronLDPE sheet 501 Providing and layingwater proofing membrane with cement screed plaster 1:5. 502 Providing and Layingof Rumble strips with Plastirib 2K. 503 Providing and installing FRP Bio Digester unit based on DRDO technologyfor 80 users. 504 Providing and installing FRP Bio Digester unit based on DRDO technologyfor 60 users. 505 Providing and installing FRP Bio Digester unit based on DRDO technologyfor 500 users. 506 Providing and installing FRP Bio Digester unit based on DRDO technologyfor 400 users. 507 Providing and installing FRP Bio Digester unit based on DRDO technologyfor 40 users. 508 Providing and installing FRP Bio Digester unit based on DRDO technologyfor 300 users. 509 Providing and installing FRP Bio Digester unit based on DRDO technologyfor 25 users. 510 Providing and installing FRP Bio Digester unit based on DRDO technologyfor 200 users. 511 Providing and installing FRP Bio Digester unit based on DRDO technologyfor 150 users. 512 Providing and installing FRP Bio Digester unit based on DRDO technologyfor 15 users. 513 Providing and installing FRP Bio Digester unit based on DRDO technologyfor 100 users. 514 Providing and installing FRP Bio Digester unit based on DRDO technologyfor 10 users. 515 Providing and fixing white wash basin with half pedestal. 516 Providing and fixing white Opal series European type wall-hung. 517 Providing and fixing white glazed urinal. 518 Providing and fixing white glazedurinal of size 710x460x300 milimetre. 519 Providing and fixing white european type wall-hung pan. 520 Providing and fixing white european type W.C.wall-hung 521 Providing and Fixing Vertical Blinds. 522 Providing and fixing UPVC Roof made up of 3 layers roofing material etc.complete 523 Providing and Fixing toilet set for differently Abled persons. 524 Providing and fixing the transmitter of the approved brand. 525 Providing and fixing the reader of the approved brand . 526 Providing and fixing Table of Size 1500 x 600 x 750 mm Top. 527 Providing and fixing Table of Size 1350 x 600 x 750 mm. 528 Providing and fixing Table of Size 1200 x 600 x 750 mm. 529 Providing and Fixing Sun Louvre panels roll. 530 Providing and fixing stainless steel (Grade 304) railing made of hollow tubes, channels, plates etc. 531 Providing and fixing SS-304 studs inside the building on all floors in corridors 532 Providing and fixing SS-304 strips of size 280mm x 35mm inside the building on all floors. 533 Providing and fixing SS Braille buttons in the elevator. 534 Providing and fixing sheet glasss of 24 oz. for all size including putty. 535 Providing and Fixing Rollar Blinds. 536 Providing and fixing rain tattis with bamboos. 537 Providing and fixing Phenol bonded Bamboo wood partition60 mmthick. 538 Providing and fixing Phenol bonded Bamboo wood flooring. 539 Providing and fixing panel of aluminium composite panel cladding 540 Providing and fixing Orissa type white glazed earthenware water closet pan of size 260 milimetrex 440 milimetrex 580 milimetre. 541 Providing and Fixing of Median Marker. 542 Providing and fixing of high intensity reflective conspicuity tape 25 to 50 mm width, on edges of treads in staircase 543 Providing and fixing of colour coated Zincaluminium sheets for roofing 900 mm girth (Surface Width). 544 Providing and fixing of colour coated Zincaluminium sheets for roofing 600 mm girth (Surface Width). 545 Providing and fixing of approved make white aquafree Waterless Urinal. 546 Providing and Fixing Neoprene Bearing. 547 Providing and fixing Modular false ceiling. 548 Providing and fixing kerbstone with led lighting system. 549 Providing and fixing ISI marked double swing flush door shutters. 550 Providing and fixing indian Door Lock/Aldrop/ Door Accessories only singal door 551 Providing and fixing in position U.P.V.C.(Unplasticized Poly Vinyl Chloride) slider frame, 5milimetrethick toughened double glass. 552 Providing and fixing in position factory made EPS cement sandwich Non Load bearing panels 90 mm thick solid core pannel. 553 Providing and fixing in position factory made EPS cement sandwich Non Load bearing panels 75 mm thick solid core pannel. 554 Providing and fixing in position factory made EPS cement sandwich Non Load bearing panels 60 mm thick solid core pannel. 555 Providing and fixing in position factory made EPS cement sandwich Non Load bearing panels 100 mm thick solid core pannel. 556 Providing and fixing in positionPowder Coated Aluminium fixed window fully glazed. 557 Providing and fixing in positionColour anodized Aluminium fixed window fully glazed. 558 Providing and fixing high level 10 litreflushingcistern 559 Providing and fixing heavy duty door lock set for singal door 560 Providing and fixing factory made solidcore flush door exterior grade in Double Leaf. 561 Providing and fixing factory made solidcore flush door exterior grad in single leaf. 562 Providing and Fixing factory made PVC door frame. 563 Providing and fixing Ductile iron Man Hole Covers. 564 Providing and fixing door closer for singal door 565 Providing and fixing colour coated Zincalum sheets for roofing. 566 Providing and fixing C.P. BIB cock with wall flange. 567 Providing and fixing C.P. a 2-Way BIB cock with wall flange. 568 Providing and fixing C.P. 2 Way BIB cock with wall flange. 569 Providing and fixing Braille indicators for handrails. 570 Providing and Fixing Bed Side Table of size 400LX 400DX 415H. 571 Providing and Fixing Accessible Wayfinding and navigation signage systems. 572 Providing and fixing 75 mm dia. Cast Iron Waste Water Pipe. 573 Providing and fixing 6 mm thick commercial plywood with jungle wood frame work 574 Providing and fixing 50 mm dia. and 1.5 mm thick Stainless steel Hand Railing. 575 Providing and fixing 37 mm thick factory made PVC Door shutter. 576 Providing and fixing 32 mm diameter dowel bars. 577 Providing and fixing 3.5 to 4 mm thick Veneer finish wall Panaling. 578 Providing and Fixing 3 seater Public seating chair. 579 Providing and fixing 25 mm diameter dowel bars. 580 Providing and fixing 12 mm dia. HYSD tie bars. 581 Providing and fixing 100 mm dia. Cast Iron Soil Pipe. 582 Providing and fixingwall-hung white wash basin of size 470x575x190 milimetre. 583 Providing and fixingwall hung white wash basin. 584 Providing and FixingVertical Delineator. 585 Providing and fixingTable top white wash basin. 586 Providing and fixingsink cock with regular swinging spout. 587 Providing and fixingShower Head, withshower arm. 588 Providing and fixingShower Head withshower arm. 589 Providing and fixingOval Type Under Counter Wash Hand Basin. 590 Providing and fixingOrissa Pan of size 580x445x260milimetre. 591 Providing and fixinglightening conductor system. 592 Providing and fixinginterior wall to wall expansion joint cover model W90 for 50 mm gap 593 Providing and FixingFALSECEILINGSYSTEMGIMETALBIOGUARDCLIPINPLAINTILEWITHCARRIER SYSTEM 600 X 600 MM. 594 Providing and fixingdecorative aluminium grill. 595 Providing and FixingCHANNELLED WALL PANELLING OF SIZE: 192 x 2400 x 15 MM. 596 Providing and fixingbamboo pole of bambusa balcooa 75 mm. dia. 597 Providing and fixingbamboo pole of bambusa balcooa 50 mm. dia. 598 Providing and fixingbamboo pole of bambusa balcooa 25 mm. dia. 599 Providing and fixingbamboo pole of bambusa balcooa 100 mm dia. 600 Providing and FixingACOUSTICAL WALLPANELLING with FABRIC WRAPPEDOFSIZE: 600 x 600/1200 x 25MM. 601 Providing and fixig offloor to floor expansion joint cover GFT 200 for 50 mm gap 602 Providing and filling in well with Sand/ Rubble 603 Providing and fabricating structural steel work for Sakav. 604 Providing and erecting Y type barbed wire fencing. 605 Providing and erecting aType - B, W : FRP Beam Crash Barrier. 606 Providing and erecting aType - A, W : FRP Beam Crash Barrier. 607 Providing and constructing non load bearing wall with Horizontally perforated clay hollow blocks. 608 Providing and constructing non load bearing wall with 150 milimetre Horizontally perforated clay hollow blocks 609 Providing and constructing non load bearing wall with 100 milimetre Horizontally perforated clay hollow blocks. 610 Providing and applying two coats of High Albedo paint having minimum Solar Reflective Index (SRI) 108 . 611 Providing and applying two coats Apex Ultima Puranature Anti-Pollution paint. 612 Providing and applying Plastic Emulsion Paint. 613 Providing and applying one coat of thiazolinones (TZ) based Microbial Wall Wash and Anti- rootingSolutiontreatment. 614 Providing and applying external raincoat painting. 615 Providing and applying epoxy paint primer 616 Providing and applying epoxy mortar of resin and hardner with Sillica sand upto 20 mm thickness of Sika/Fosroc/Pidilite. 617 Providing and applying epoxy bonding agent for bonding old to new concrete. 618 Providing and applying Cold Plastic Paint. 619 Providing and applying blue and white coloured thermoplastic road marking paints. 620 Providing and applying 2 Coats of high quality acrylic copolymer matt latex low VOC emulsion paint. 621 Providing and applying 2 Coats of 100 percentPure acrylic water based paint. 622 Providing and applying 2 Coats of 100 percentPure acrylic low VOC water based paint. 623 Providing and applying 2 coats of 100 percentPure acrylic low VOC and APEO & HCHO free water based paint. 624 Providing and applying “high strengthmicro concrete (like shrink comp or equivalent). 625 Providing and applyingimpression 24 carrat Luxury paint. 626 Providing and ApplyingDuraClean -WR- and apply of DuraCap 2 coats corrosion preventive coat on TMT bars. 627 Providing and applyingantipeel Heat Reflective Paint. 628 Providing and applying top coat exterior paint to terrace. 629 Providing andgrouting the holes by PolyCeramic Cementitiousi.e NicGrout. 630 Providing andfixing zinc alloy based galvanic disk type sacrificial anodes (50 mm dia. 18 mm thick). 631 Providing andfixing zinc alloy based galvanic disk type sacrificial anodes (50 mm dia, 18 mm thick) to the reinforcement. 632 Providing andfixing Bamboo Shingle roofing. 633 Providing andFixingof externalRoofcovermodelRJT200for50mm gap 634 Providing andcarrying out this grouting to stabilize the strata above the tunnel, foundations, cutting slope stabilization and sub structures by using ultimate fine Nano grout. 635 Providing an emergency evacuation chair of the approved design. 636 Providing an ADA compliant Disability Service Desk. 637 Providing a folding wheelchair of Pioneer Surgicals Brand. 638 Providing 75 mm patti on plastered surfacein c.m.1:3 639 Providing 30 mm thick Ceremic Polymer Microconcrete. 640 Providing 25 mm dia. Dowel Bar in H.R. 641 Providing 150 mm patti on plastered surfacein c.m.1:3 642 Providing 100 mm thick asbestos free composite Fire Barrier. 643 Providing 100 mm patti on plastered surfacein c.m.1:3 644 Providing & Fixing of TILE BASED Aluminum partition system of 1800/1200 mm height. 645 Providing & Fixing of Library Area TableFREE STANDING TABLE @ 1350Lx750Dx 750HT. 646 Providing & Fixing Of Classic Axiom Perimeter Trim with 19mm face for perimeter solution of acoustical ceiling. 647 Providing & fixing of Casement fixed window. 648 Providing & Fixing in position, Under Deck insulation for metal deck. 649 Providing & Fixing in position, MS fabrication work for various partitionframe. 650 Providing & fixing in position, heavy duty fully upholstered Auditorium chairs. 651 Providing & fixing heat insulation by wrapping the pipes with glass wool/asbestos fibre. 652 Providing & fixing factory-made Single leaf 2 hour fire rated door. 653 Providing & fixing factory-made Aluminum Windows of aluminum alloy. 654 Providing & Fixing Curviliner Workstation @ 1500/1500Lx600/600Dx750HT. 655 Providing & fixing CE Marked Metal Gabions For 1 metre height. 656 Providing & fixing CE Marked Metal Gabions For 0.50 metre height. 657 Providing & Fixing Carpetmore than 800+ gsm, made with100% stain proof fibres. 658 Providing & fixing 40 milimetrethick CoolMortar for insulation. 659 Providing & Fixing 12mm wp Ply wood & 1.5mm laminatepanels above the fabricated frame on one side. 660 Providing & fixingSofa Set 3+1+1. 661 Providing & Arrangemnt of MId Back, Normal SyncroMechanism. 662 Providing & Arrangemnt of Mid Back, ECO CTS Mechanism. 663 Providing & Arrangemnt of High Back Chair, 664 Providingwaterproofingtreatmenttonewlylaidfullycuredconcreteslabofterraces by mixing polymer of approved make(such asMasterSeal550/brush bond/RoffSupercrete / Webercrete/ Monobond/ Perma shield/ Hypercrate/ Master Crete M 81. 665 ProvidingCage Unit, with 12 m dia.for 6 m well. For depth of water 5.0 M. 666 ProvidingCage Unit, with 12 m dia.for 6 m well. For depth of water 10.0 M. 667 Providingand fixingof 12 mm nozzle in the crack portion @ 500 c/c. 668 ProvidingandsprayingSTINKOFF on the areas such as toilet blocks. 669 ProvidingandlayingBituminousconcreteusingcrushed stoneaggregatesofspecifiedgrading,premixedwithHIMAGradebituminousbinder 670 Providingandfixingselfsupportingsteelroofingsystem(Proflex)foraGodown madeupof structuralgradesteelsheetof912mmwidth. 671 ProvidingandFixingProcessedStoneCladdingonwallsurface/plywoodsurface. 672 ProvidingandfixingonWalls/Ceiling/Floor50mmdia.uPVCpipe. 673 ProvidingandfixingonWalls/Ceiling/Floor40mmdia.uPVCpipe. 674 ProvidingandfixingonWalls/Ceiling/Floor32mmdia.uPVCpipe. 675 ProvidingandfixingonWalls/Ceiling/Floor25mmdia.uPVCpipe. 676 ProvidingandfixingonWalls/Ceiling/Floor20mmdia.uPVCpipe. 677 ProvidingandfixingonWalls/Ceiling/Floor15mmdia.uPVCpipe. 678 Providingandfixingoffactory madeuPVC 67 x 54 mm 2track Slidingdoor. 679 Providingandfixingoffactory madeuPVC 122 x 54 mm 3 track Slidingwindow. 680 Providingandfixingoffactory madeuPVC 122 x 54 mm 3 trackglass sash Slidingwindow. 681 Providingandfixingoffactory madeuPVC 122 x 54 mm 3track Slidingdoor. 682 Providingandfixingoffactory madeuPVC 122 x 54 mm 3track Glass sash Slidingdoor. 683 Providingandfixingoffactory madeuPVC2 track Slidingwindow. 684 ProvidingandfixingofAeroconpanel ofsize3.00m×0.6m and thickness 75 mm. 685 Providingandfixingof external walltowallcovermodelASM200Xfor50mmgap 686 PROVIDINGANDFIXINGMETAL WALL PANELLING 687 Providingandfixinginroofsystem GrihaCertified WPP sheet made of wood polymer composite of thickness 6 mm. 688 Providingandfixinginpositionrainwaterharvestingdual intensity auto flush open ended at drain outlet filter for the catchment up to 500 sq.m. system size 90 mm diameter inlet, 110 mm diameter clean water outlet, 90 mm diameter drain outlet 689 Providingandfixinginpositionrainwaterharvestingdual intensity auto flush open ended at drain outlet filter for the catchment up to 350 sq.m. system size 110 mm diameter inlet, 90 mm diameter clean water outlet, 90 mm diameter drain outlet. 690 Providingandfixinginpositionrainwaterharvestingdual intensity auto flush open ended at drain outlet filter for the catchment up to 225 sq.m. system size 110 mm diameter inlet, 75 mm diameter clean water outlet, 90 mm diameter drain outlet. 691 Providingandfixinginpositionrainwaterharvestingdual intensity auto flush open ended at drain outlet filter for the catchment up to 150 sq.m. system size 90 mm diameter inlet, 75 mm diameter clean water outlet, 90 mm diameter drain outlet. 692 Providingandfixinginpositionrainwaterharvestingdual intensity auto flush open ended at drain outlet filter for the catchment up to 110 sq.m. system size 90 mm diameter inlet, 63 mm diameter clean water outlet, 90 mm diameter drain outlet. 693 ProvidingandconstructingRammedEarthwalls. 694 ProvidingandapplyingtwocoatsofHuesSurfaceCoatingsClearCoat(Stone-X)with silicon technology on stones, clay tiles, bricks,facades,sandstone,plastered,texture finished interior or exterior surfaces. 695 Providing&mixingliquidinternalcuringcompound(OEP) for RCC, Shotcrete& mortar. 696 Providing&fixing bamboopoleofDentrocalamus stocksiiwithminimumwallthicknessof10mmofsize50mm. 697 Providing and laying50 mm dai. uPVC pipein trenches. 698 Providing and laying40 mm dai. uPVC pipein trenches. 699 Providing and laying32 mm dai. uPVC pipein trenches. 700 Providing and laying25 mm dai. uPVC pipein trenches. 701 Providing and laying20 mm dai. uPVC pipein trenches. 702 Providing and laying15 mm dai. uPVC pipein trenches. 703 Provide anti-rootingtreatmenttoentirerecessedpointedareawithaspecialmixoflimebasehydraulicmortarandwaterfor masonry with highly sulphate resistant cement and silica aggregates. 704 PRIVIDING AND FIXING MODULAR ACOUCTICAL WOODEN WALL PANELLING 705 PRIVIDING AND FIXING ACOUSTICALFALSE CEILING WITH 0.9 NRC 706 PRIVIDING AND FIXING ACOUSTICALFALSE CEILING 707 PRIVIDINGANDFIXINGANTIMICROBIALACOUSTICALFALSECEILING 708 Priming coat over plastered surfaces. 709 Priming coat over new wood based surfaces. 710 Priming coat over metal surfaces. 711 Primer coat with bitumen emulsion mixed with Nano- Technology silance. 712 Prestressing the high tensile strands. 713 Prepairing Estimate OfWork Up To 2 Lakhs 714 Prepairing Detailed Estimate OfWork 715 Prefabricated Vertical Drain/ Band Drain TFI TechDrain TD-5020 U 100mm x 5mm. 716 Prefabricated Vertical Drain/ Band Drain TFI TechDrain TD-3520 U 100 mm x 4 mm. 717 Precast Reflective Delinators 718 Precast R.C.C. Railing of M-30 Grade. 719 Precast Pretensioned Concrete Girders. 720 Precast M 30 grade 150 mm thick curved section for Span6.50 to 10.00 mfor Bridge cum Bandhara 721 Precast M 30 grade 125 mm thick curved section for Span upto 6.50 mfor Bridge cum Bandhara 722 Precast Jali 80 mm thick 723 Precast Jali 50 mm thick 724 Precast Concrete post Delinators. 725 Powder coated Aluminium Louvered Windows/ Ventilator. 726 Powder Coated Aluminium four track sliding windows with outer frame. 727 POT- PTFE Bearing. 728 POPPlaster6 mm thick. 729 Polyurethane stick on tactile directional tiles and warning tiles 730 Polyester Biaxial Geogrid TFI Techgrid Geogri TGB-60. 731 Polyester Biaxial Geogrid TFI Techgrid Geogri TGB-40. 732 Polydee-MC waterproofing inside Water Tank. 733 Polished Tandur Stone flooring 25 to 30 mm thick. 734 Polished Shahabad Stone flooring 25 to 30 mm. thick. 735 Polished Shahabadfor Steps. 736 Polished Kotah stone flooring withplain/ diamond patternwith Mirror Polishing. 737 Polished Kotah stone flooring 25 to 30 mm thick. 738 Polished Kotahfor Steps. 739 Polished Kotahfor Sills. 740 Polished Kadappafor Sills. 741 Plastirib 2K or equivalentraised profile edge line marking (audible vibratory) withcold applied road marking compound. 742 Plastic emulsion paint tonew surface in three coats. 743 Plastic Emulsion Paint in two coats. 744 Plastic Emulsion Paint in two coats including Primer Coat. 745 Plastic Emulsion Paint in three coats. 746 plain zinc sheeting of 0.80 mm thick 747 Pitching on slopes with stone. 748 PICC filling forHoney combing areaat concrete surface 749 PICC Coating for Concrete Bridge Repair work. 750 Perforated P.V.C. Pipesof 160 mmdiameter. 751 Pedestal Unit @ 420Lx450Dx650HT. 752 Pearl / Luster finish Paintto the existing plastered surface. 753 Paving Fabric CE Marked Needle Punched Non-Woven Geotextile of Techfab India, TFI TechPave-C040. 754 Paving Blocks 80 mm thick 755 Paving Blocks 100 mm thick 756 Partitions ofteakwood frame partly glazed and partly veneered. 757 Partitions ofC.C.T.W.frame with ply andveneers on both side. 758 Partition with kadappa stone. 759 Partition with Bothside Polished Black Kadappa. 760 Partition with 4 mm. thickVeneer on one side and 4 mm. ply the other side with teak woodframe. 761 Partition with 12 mm. thick three layered flat pressed veneer teak wood partical board. 762 Partition of welded mesh of 3mmdiameter. wires 50mm x 25mm size mesh. 763 Partition of One side Polished Black Kadappa. 764 Partitionwith One side polished Grannite. 765 Partitionwith Both side polished Grannite. 766 Painting One Singal letters & Singal Number upto 10 cm height On Old Painting Structure 767 Painting Lines, Dashes upto10 cm widthon Old Work. 768 Painting Lines, Dashes upto10 cm widthon New Work. 769 Painting Lines, Dashes over 10 cm widthon Old Work. 770 Painting Lines, Dashes over 10 cm widthon New Work. 771 P.V.C.Flooring 772 P.V.C. Rain water pipes of 160 mm dia. 773 P.V.C. pipe of 75 mm. dia. 774 P.V.C. pipe of 50 mm. dia. 775 P.V.C. pipe of 40 mm. dia. 776 P.V.C. pipe of 32 mm. dia. 777 P.V.C. pipe of 25 mm. dia. 778 P.V.C. pipe of 20 mm. dia. 779 P.V.C. pipe of 15 mm. dia. 780 P.V.C. pipe of 110 mm. dia. 781 P.C.C M-10with circular openingWith Natural Sand 782 P.C.C M-10in foundation.With Natural/ VSI Sand 783 P.C.C M-10in foundation.With Crushed Sand 784 Overhead signs made out of 4 mm aluminum composite panelwith 0.5 mm skin thickness on either side bonded with white retro reflective sheeting of Class C. 785 Overhead signs made out of 4 mm aluminum composite panelwith 0.5 mm skin thickness on either side bonded with white retro reflective sheeting of Class B. 786 Overhead Sign Board of 4 mm4 mm (ACM) ofClass B. 787 Overhead Sign Board of 4 mm(ACM) ofClass C. 788 Overhead Sign Board of 2 mmaluminium sheet of Class C. 789 Overhead Sign Board of 2 mmaluminium sheet of Class B. 790 Orissatype white glazed575 mm W.C. Pan 791 One span Service Road 10 m wide to reach island location. 792 One coat of seal cement primer. 793 One coat of flat oil paint to the old structural steel work. 794 One coat of flat oil paint toplastered surfaces. 795 One coat of aluminiumpaint to new structural steel work. 796 One coat ofoil paintto old wood work. 797 NP. Class300 mm dia. pipe. 798 NP. Class225 mm dia. pipe. 799 NP. Class150 mm diameter. pipe. 800 Non-Woven Composite needle punched polypropylene Techfab India TFI TGC-90. 801 Non-Woven Composite needle punched polypropylene Techfab India TFI TGC-60. 802 Non Woven Geotextile Type-III 803 Non Woven Geotextile Type-II 804 Non SCADA P.C.C M-10in foundation.With Natural/ VSI Sand 805 Non SCADA M-35 forPiers, Abutments, Returns with V.S.I. Sand. 806 Non SCADA M-30 forPiers, Abutments, Returns with V.S.I. Sand. 807 Non SCADA M-25 forPiers, Abutments, Returns with V.S.I. Sand. 808 Non SCADA M-20 for R.C.C. slabwith Crushed Sand V.S.I. Grade 809 Non SCADA M-20 forPiers, Abutments, Returns with V.S.I. Sand. 810 Non SCADA M-20 forHead WallWithNatural/ VSI Sand. 811 Non SCADA M-20for R.C.C. Pardiwith Crushed Sand V.S.I. Grade 812 Non SCADA M-20for R.C.C. Chajjawith Crushed Sand V.S.I. Grade 813 Non SCADA M-20 for R.C.C. coping to plinth or parapet with Crushed Sand V.S.I. Grade 814 Non SCADA M-20 for R.C.C. beams and lintels with natural/ V.S.I. sand 815 Non SCADA M-15 forHead WallWith Natural Sand. 816 Non SCADA M-10for Foundationwith Crushed Sand V.S.I. Grade 817 Non SCADA M- 15 forPiers, Abutments, Returns with V.S.I. Sand. 818 Non SCADAM-20for Stepswith Natural Sand 819 Non SCADAM-20 for R.C.C. Columnswith Natural Sand 820 Neeru finish to plastered surface 821 Needle Punched and Mechanically Bonded Non-Woven Geotextile TFI TECHGEO PR-60. 822 Needle Punched and Mechanically Bonded Non-Woven Geotextile TFI TECHGEO PR-40 823 Needle Punched and Mechanically Bonded Non-Woven Geotextile TFI TECHGEO PR-30 824 Needle Punched and Mechanically Bonded Non-Woven Geotextile TFI TECHGEO PR-20 825 Needle Punched and Mechanically Bonded Non-Woven Geotextile TFI TECHGEO PR-15 826 NATURAL BAMBOO WALL PANELLING 827 NATURAL BAMBOOCEILING 828 N.P. Class100 mm dia. pipe. 829 N.H./ S.H. Route Marker 60 cm x 45 cm on 16 gauge M.S. sheet. 830 N.H./ S.H. Route Marker 60 cm x 45 cm on 16 gauge Aluminium sheet. 831 Multiple Compartment Lockers @ 1140Lx 457D x 1830 mm. Ht. 832 Mirror Polishing to Kotah stone Flooring 833 Mild Steel Tubular Trusses. 834 Mild Steel square pipe framed steel window. 835 Mild steel grill Railing for staircase 15 kg/sq.m 836 Mild steel grill Railing 20 kg/sq.m 837 Mild steel grill Railingfor verandah15 kg/sq.m 838 Mild steel grill 20 kg/sq.m 839 Mild steel grill 15 kg/sq.m 840 Mild steel barfor anchor. 841 Metalizing of steel work of girder with grit blasting. 842 METAL OPENCELL CEILING 843 Metal Mat 0.90 m thick. 844 METAL BAFFLE CEILING 845 METALFALSECEILINGWITHOUTSUSPENSIONSUPPORTFROMTRUECEILING 846 Medium Height Steel Storage @ 750Lx450Dx1200HT. 847 Medium duty R.C.C. cover of size 90 cmx 45 cm. 848 Medium duty R.C.C. cover of size 60 cmx 45 cm. 849 Marble for Sills. 850 Manualy clearing the chockes from under ground drainage line. 851 Manualy clearing by removeing the chockes from Nahni Trap, Gully Trap, Wash basin unit, Sink and WC 852 Manglore tile roofing on sloping slab . 853 Mangalore pattern cowl. 854 Mandatory/Regulatorysignboardsincircularshape of 900 mm dia made outof 4 mm Class C aluminumcomposite materialsheet. 855 Mandatory/Regulatorysignboardsincircularshape of 900 mm dia made outof 4 mmClass B aluminumcomposite materialsheet. 856 Mandatory/Regulatorysignboardsincircularshape of 750 mm dia made outof 4 mm Class C aluminumcomposite materialsheet. 857 Mandatory/Regulatorysignboardsincircularshape of 750 mm dia made outof 4 mm Class B aluminumcomposite materialsheet. 858 Mandatory/Regulatorysignboardsincircularshape of 600 mm dia made outof 3 mm Class C aluminumcomposite materialsheet. 859 Mandatory/Regulatorysignboardsincircularshape of 600 mm dia made outof 3 mm Class B aluminumcomposite materialsheet. 860 Mandatory/Regulatorysignboardsincircularshape of 1200 mm dia made outof 4 mm Class C aluminumcomposite materialsheet. 861 Mandatory/Regulatorysignboardsincircularshape of 1200 mm dia made outof 4 mm Class B aluminumcomposite materialsheet. 862 Mandatory Circular sign board of 60 cm. dia. of 16 gauge M.S. sheet. 863 Making and working inside steel cages for crocodile. 864 Making 50 mmx 50 mm Furrows 865 Making 50 mmx 25 mm Furrows 866 Maditerranean plus/ Wienberger Clay tiles on M.S. frame Work. 867 Machine polishing to cement/ marble mosaic tiled flooring. 868 M-50 Socket Blocks for assembly of Arch Strip. 869 M-50 R.C.C. Concrete Block below Bearing. 870 M-50 controlled cement concrete Blocks for Assembly of Arch Strip. 871 M-45 R.C.C. Concrete Block below Bearing. 872 M-40 Socket Blocks for assembly of Arch Strip. 873 M-40 R.C.C. Concrete Block below Bearing. 874 M-40 R.C.C. 900 mmdia. bored piles with natural/VSI sand. 875 M-40 R.C.C. 825 mmdia. bored piles with natural/VSI sand. 876 M-40 R.C.C. 800 mmdia. bored piles with natural/VSI sand. 877 M-40 R.C.C. 750 mmdia. bored piles with natural/VSI sand. 878 M-40 R.C.C. 650 mmdia. bored piles with natural/VSI sand. 879 M-40 R.C.C. 625 mmdia. bored piles with natural/VSI sand. 880 M-40 R.C.C. 600 mmdia. bored piles with natural/VSI sand. 881 M-40 R.C.C. 550 mmdia. bored piles with natural/VSI sand. 882 M-40 R.C.C. 525 mmdia. bored piles with natural/VSI sand. 883 M-40 R.C.C. 500 mmdia. bored piles with natural/VSI sand. 884 M-40 R.C.C. 475 mmdia. bored piles with natural/VSI sand. 885 M-40 R.C.C. 450 mmdia. bored piles with natural/VSI sand. 886 M-40 R.C.C. 1500mmdia. bored piles with natural/VSI sand. 887 M-40 R.C.C. 1200mmdia. bored piles with natural/VSI sand. 888 M-40 R.C.C.975mmdia. bored piles with natural/VSI sand. 889 M-40 R.C.C.1100mmdia. bored piles with natural/VSI sand. 890 M-40 R.C.C.1050mmdia. bored piles with natural/VSI sand. 891 M-40 R.C.C.1000mmdia. bored piles with natural/VSI sand. 892 M-40 PCCConcrete Road With Batch Mix Plant Fly Ash and 893 M-40 PCCConcrete Road With Batch Mix Plant Fly Ash 894 M-40 PCCConcrete Road With Batch Mix Plant 895 M-40 PCCConcrete Road With Batch Mix Plant 896 M-40 for R.C.C. slabwith Crushed Sand V.S.I. Grade 897 M-40 for R.C.C. Rectangular Grid Beam with Slabwith Crushed Sand V.S.I. Grade 898 M-40 controlled cement concrete Blocks for Assembly of Arch Strip. 899 M-40Pull Castconcrete frame 60 mm x 125 mm 900 M-40Pull Castconcrete frame 60 mm x 100 mm 901 M-40 for R.C.C. Footings with Crushed Sand V.S.I. Grade 902 M-40 for R.C.C. Columns with Crushed Sand V.S.I. Grade 903 M-40 for R.C.C. beams and lintelswith Crushed Sand V.S.I. Grade 904 M-35 RCC jacketing around the existing piers of bridges. 905 M-35 R.C.C. Concrete Block below Bearing. 906 M-35 R.C.C. 975 mmdia. bored piles with natural/VSI sand. 907 M-35 R.C.C. 900 mmdia. bored piles with natural/VSI sand. 908 M-35 R.C.C. 825 mmdia. bored piles with natural/VSI sand. 909 M-35 R.C.C. 800 mmdia. bored piles with natural/VSI sand. 910 M-35 R.C.C. 750 mmdia. bored piles with natural/VSI sand. 911 M-35 R.C.C. 650 mmdia. bored piles with natural/VSI sand. 912 M-35 R.C.C. 625 mmdia. bored piles with natural/VSI sand. 913 M-35 R.C.C. 600 mmdia. bored piles with natural/VSI sand. 914 M-35 R.C.C. 550 mmdia. bored piles with natural/VSI sand. 915 M-35 R.C.C. 525 mmdia. bored piles with natural/VSI sand. 916 M-35 R.C.C. 500 mmdia. bored piles with natural/VSI sand. 917 M-35 R.C.C. 475 mmdia. bored piles with natural/VSI sand. 918 M-35 R.C.C. 450 mmdia. bored piles with natural/VSI sand. 919 M-35 R.C.C. 1500 mmdia. bored piles with natural/VSI sand. 920 M-35 R.C.C. 1200 mmdia. bored piles with natural/VSI sand. 921 M-35 R.C.C. 1100 mmdia. bored piles with natural/VSI sand. 922 M-35 R.C.C. 1050 mmdia. bored piles with natural/VSI sand. 923 M-35 R.C.C. 1000 mmdia. bored piles with natural/VSI sand. 924 M-35 PCCConcrete Road With Batch Mix Plant Fly Ash and 925 M-35 PCCConcrete Road With Batch Mix Plant Fly Ash 926 M-35 PCCConcrete Road With Batch Mix Plant 927 M-35 PCCConcrete Road With Batch Mix Plant 928 M-35 for RCC Well Caps with VSI Sand. 929 M-35 for RCC Raft with VSI Sand. 930 M-35 for RCC Foundation with VSI Sand. 931 M-35 for R.C.C. SolidPiers/Columns with V.S.I. Sand. 932 M-35 for R.C.C. slabwith Crushed Sand V.S.I. Grade 933 M-35 for R.C.C. Rectangular Grid Beam with Slabwith Crushed Sand V.S.I. Grade 934 M-35 for R.C.C. Footings with Crushed Sand V.S.I. Grade 935 M-35 for R.C.C. Columns with Crushed Sand V.S.I. Grade 936 M-35 for R.C.C. beams and lintelswith Crushed Sand V.S.I. Grade 937 M-30 Wearing Coat with batch mix including reinforcement. 938 M-30 Socket Blocks for assembly of Arch Strip. 939 M-30 RCC crash barrier. 940 M-30 RCC castinsitu Bored Pile, 975 mm. Dia. 941 M-30 RCC castinsitu Bored Pile, 900 mm. Dia. 942 M-30 RCC castinsitu Bored Pile, 825 mm. Dia. 943 M-30 RCC castinsitu Bored Pile, 800 mm. Dia. 944 M-30 RCC castinsitu Bored Pile, 750 mm. Dia. 945 M-30 RCC castinsitu Bored Pile, 650 mm. Dia. 946 M-30 RCC castinsitu Bored Pile, 625 mm. Dia. 947 M-30 RCC castinsitu Bored Pile, 600 mm. Dia. 948 M-30 RCC castinsitu Bored Pile, 550 mm. Dia. 949 M-30 RCC castinsitu Bored Pile, 525 mm. Dia. 950 M-30 RCC castinsitu Bored Pile, 500 mm. Dia. 951 M-30 RCC castinsitu Bored Pile, 475 mm. Dia. 952 M-30 RCC castinsitu Bored Pile, 425 mm. Dia. 953 M-30 RCC castinsitu Bored Pile, 400 mm. Dia. 954 M-30 RCC castinsitu Bored Pile, 350 mm. Dia. 955 M-30 RCC castinsitu Bored Pile, 325 mm. Dia. 956 M-30 RCC castinsitu Bored Pile, 1050 mm. Dia. 957 M-30 RCC castinsitu Bored Pile, 1000 mm. Dia. 958 M-30 R.C.C. Concrete Block below Bearing. 959 M-30 R.C.C. Approach Slab. 960 M-30 R.C.C. 975 mmdia. bored piles with natural/VSI sand. 961 M-30 R.C.C. 900 mmdia. bored piles with natural/VSI sand. 962 M-30 R.C.C. 825 mmdia. bored piles with natural/VSI sand. 963 M-30 R.C.C. 1500 mmdia. bored piles with natural/VSI sand. 964 M-30 R.C.C. 1200 mmdia. bored piles with natural/VSI sand. 965 M-30 R.C.C. 1100 mmdia. bored piles with natural/VSI sand. 966 M-30 R.C.C. 1050 mmdia. bored piles with natural/VSI sand. 967 M-30 R.C.C. 1000 mmdia. bored piles with natural/VSI sand. 968 M-30 PCCConcrete Road With Fly Ash and Batch Mix Plant 969 M-30 PCCConcrete Road With Fly Ash and Batch Mix Plant 970 M-30 PCCConcrete Road With Batch Mix Plant 971 M-30 PCCConcrete Road With Batch Mix Plant 972 M-30 in Main/ Cross Girders with VSI Sand. 973 M-30 for Top Plug with VSI Sand. 974 M-30 for RCC Well Caps with VSI Sand. 975 M-30 for RCC Raft with VSI Sand. 976 M-30 for RCC Foundation with VSI Sand. 977 M-30 for R.C.C. SolidPiers/Columns with V.S.I. Sand. 978 M-30 for R.C.C. slabwith Crushed Sand V.S.I. Grade 979 M-30 for R.C.C. Rectangular Grid Beam with Slabwith Crushed Sand V.S.I. Grade 980 M-30 for R.C.C. pile caps. 981 M-30 for Intermediate Plug with VSI Sand. 982 M-30 controlled cement concrete Blocks for Assembly of Arch Strip. 983 M-30 Approach Slab with batch mix excluding reinforcement. 984 M-30 for R.C.C. Footings with Crushed Sand V.S.I. Grade 985 M-30 for R.C.C. Columns with Crushed Sand V.S.I. Grade 986 M-30 for R.C.C. beams and lintelswith Crushed Sand V.S.I. Grade 987 M-25 RCC crash barrier. 988 M-25 RCC castinsitu Single Rim Pile, 450 mm. Dia. 989 M-25 RCC castinsitu Single Rim Pile, 380 mm. Dia. 990 M-25 RCC castinsitu Single Rim Pile, 300 mm. Dia. 991 M-25 RCC castinsitu Single Rim Pile, 225 mm. Dia. 992 M-25 RCC castinsitu Double Rim Pile, 600 mm. Dia. 993 M-25 RCC castinsitu Double Rim Pile, 535 mm. Dia. 994 M-25 RCC castinsitu Double Rim Pile, 450 mm. Dia. 995 M-25 RCC castinsitu Double Rim Pile, 380 mm. Dia. 996 M-25 RCC castinsitu Double Rim Pile, 300 mm. Dia. 997 M-25 RCC castinsitu Double Rim Pile, 225 mm. Dia. 998 M-25 R.C.C. in well steining with Natural/ ArtificalSand. 999 M-25 R.C.C. Concrete Block below Bearing. 1000 M-25 for Top Plug with VSI Sand. 1001 M-25 for RCC Well Caps with VSI Sand. 1002 M-25 for RCC Raft with VSI Sand. 1003 M-25 for RCC Foundation with VSI Sand. 1004 M-25 for R.C.C. Waist Slab and steps,with Crushed Sand V.S.I. Grade 1005 M-25 for R.C.C. SolidPiers/Columns with V.S.I. Sand. 1006 M-25 for R.C.C. slabwith Crushed Sand V.S.I. Grade 1007 M-25 for R.C.C. pile caps. 1008 M-25 for R.C.C. newel posts of staircasewith natural / V.S.I. Sand. 1009 M-25 for R.C.C. Fins with natural / V.S.I. Sand. 1010 M-25 for R.C.C. Arches with skew backs with natural / V.S.I. Sand. 1011 M-25 for R.C.C.in solid/ deck slab. With Natural/ VSISand. 1012 M-25 for Intermediate Plug with VSI Sand. 1013 M-25in Main /Cross Girders, with Natural/ VSISand. 1014 M-25for R.C.C. Pardi 75 mm thick, with Crushed Sand V.S.I. Grade 1015 M-25for R.C.C. Chajjawith Crushed Sand V.S.I. Grade 1016 M-25for R.C.C. canopywith Crushed Sand V.S.I. Grade 1017 M-25for Cut off Walls/ Curtain Walls. With Natural/ artificalSand. 1018 M-25 in well steiningwith Natural/ artificalSand. 1019 M-25 for R.C.C. Footings with Crushed Sand V.S.I. Grade 1020 M-25 for R.C.C. Columns with Crushed Sand V.S.I. Grade 1021 M-25 for R.C.C. beams and lintelswith Crushed Sand V.S.I. Grade 1022 M-20 Semi Barrier type Kerb without gutter. 1023 M-20 Semi Barrier type Kerb with gutter. 1024 M-20 RCC crash barrier. 1025 M-20 RCC castinsitu Single Rim Pile, 600 mm. Dia. 1026 M-20 RCC castinsitu Single Rim Pile, 535 mm. Dia. 1027 M-20 RCC castinsitu Single Rim Pile, 450 mm. Dia. 1028 M-20 RCC castinsitu Single Rim Pile, 380 mm. Dia. 1029 M-20 RCC castinsitu Single Rim Pile, 300 mm. Dia. 1030 M-20 RCC castinsitu Single Rim Pile, 225 mm. Dia. 1031 M-20 RCC castinsitu Double Rim Pile, 450 mm. Dia. 1032 M-20 RCC castinsitu Double Rim Pile, 380 mm. Dia. 1033 M-20 RCC castinsitu Double Rim Pile, 300 mm. Dia. 1034 M-20 RCC castinsitu Double Rim Pile, 225 mm. Dia. 1035 M-20 R.C.C. Concrete Block below Bearing. 1036 M-20 Precast/ Cast in citu Panelsfor Parapet. 1037 M-20 Mountabletype Kerb without gutter. 1038 M-20 for sills, cornice, jambs with SCADA with Crushed Sand V.S.I. Grade 1039 M-20 for RCC Raft with VSI Sand. 1040 M-20 for RCC Foundation with VSI Sand. 1041 M-20 for R.C.C. Waist Slab and steps,with Crushed Sand V.S.I. Grade 1042 M-20 for R.C.C. SolidPiers/Columns with V.S.I. Sand. 1043 M-20 for R.C.C. slabwith Crushed Sand V.S.I. Grade 1044 M-20 for R.C.C. pile caps. 1045 M-20 for R.C.C. newel posts of staircasewith natural / V.S.I. Sand. 1046 M-20 for R.C.C. Fins with natural / V.S.I. Sand. 1047 M-20 for R.C.C. Arches with skew backs with natural / V.S.I. Sand. 1048 M-20 for R.C.C.For Girders with VSI Sand. 1049 M-20 for Intermediate Plug with VSI Sand. 1050 M-20 for coping to head walls with Natural/ VSI Sand 1051 M-20 for Bed Blocks, with SCADA with Crushed Sand V.S.I. Grade 1052 M-20 for Arches, with SCADA with Crushed Sand V.S.I. Grade 1053 M-20 forsolid/ deck slab for height up to 4 m with V.S.I. Sand. 1054 M-20 forHead WallWithNatural / VSI Sand. 1055 M-20 C.C. Flooring50 mm. thick with Natural sand. 1056 M-20 C.C. Flooring50 mm. thick with CrushedSand. 1057 M-20 C.C. Flooring40 mm. thick with Natural sand. 1058 M-20 C.C. Flooring40 mm. thick with CrushedSand. 1059 M-20 Barrier type Kerb without gutter. 1060 M-20 Barrier type Kerb with gutter. 1061 M-20 Approach Slab With Natural Sand. 1062 M-20wearing course 8 cm thick, with VSI Sand. 1063 M-20R.C.C. Railling. 1064 M-20R.C.C forof Box Cell, With VSI Sand. 1065 M-20R.C.C forBox returns, With VSI Sand. 1066 M-20R.C.C forballast walls andkerbs, With VSI Sand. 1067 M-20in well steiningwithV.S.I. Sand. 1068 M-20for R.C.C. Pardiwith Crushed Sand V.S.I. Grade 1069 M-20for R.C.C. Chajjawith Crushed Sand V.S.I. Grade 1070 M-20for R.C.C. canopywith Crushed Sand V.S.I. Grade 1071 M-20for Cut off Walls/ Curtain Walls. With V.S.I. Sand. 1072 M-20 in well steiningwith V.S.I. Sand. 1073 M-20 for R.C.C. Footings with Crushed Sand V.S.I. Grade 1074 M-20 for R.C.C. coping to plinth or parapet with Crushed Sand V.S.I. Grade 1075 M-20 for R.C.C. Columns with Crushed Sand V.S.I. Grade 1076 M-20 for R.C.C. beams and lintels with natural/ V.S.I. sand 1077 M-15 Leveling Course below Approach Slab. 1078 M-15 for the bottom plugs of wells with V.S.I. Sand. 1079 M-15 for the bottom plugs of wells under water with Natural/ artificalSand. 1080 M-15 for sills, cornice, jambs with SCADA with Crushed Sand V.S.I. Grade 1081 M-15 for coping to head walls with Natural Sand 1082 M-15 for Bed Blocks, with SCADA with Crushed Sand V.S.I. Grade 1083 M-15 forHead WallWith Natural Sand. 1084 M-15 C.C. Flooring50 mm. thick with Natural sand. 1085 M-15 C.C. Flooring50 mm. thick with CrushedSand. 1086 M-15 C.C. Flooring40 mm thick with Natural sand. 1087 M-15 C.C. Flooring40 mm thick with CrushedSand. 1088 M15 Bed Blockin foundation with Natural/ ArtificalSand. 1089 M-15 Annular Filling for Footing in Rock. 1090 M-15levelling course below the pile cap. 1091 M-15for steps with SCADA with Natural/V.S.I. Sand. 1092 M-15for Cut off Walls/ Curtain Walls. With Natural/ artificalSand. 1093 M-10 forHead WallWith Natural Sand. 1094 M-10 cement concrete in foundation With Natural/ ArtificalSand. 1095 M-10in the hollow of the steel curbswith Natural Sand. 1096 M-10for Foundation with SCADA, with Crushed Sand V.S.I. Grade 1097 M.S.Grill gate withoutframe. 1098 M.S.Grill gate withframe. 1099 M.S. Railling. 1100 M.S. plateexpansion joint. 1101 M.S. liner for R.C.C. Piles upto 3.00 meter depth. 1102 M.S. liner for R.C.C. Piles upto 3.0 to 9.50 meter depth. 1103 M.S. liner6 mm thickwith 12 mm thick M.S. cutting edge of 0.5 metre length. 1104 M.S. Grill 20 kg / sqm. with PVC Handrail. 1105 M.S. Grill 15 kg / sqm. with PVC Handrail. 1106 M. S. grill door 24 Kg/sqm. 1107 M-(30)Thirty TremixConcrete 150 mm thick 1108 M -35 for R.C.C.in solid/ deck slab. with VSI Sand. 1109 M -30 for R.C.C.in solid/ deck slab. with VSI Sand. 1110 M -25 for R.C.C. Rectangular Grid Beam with Slabwith Crushed Sand V.S.I. Grade 1111 M -20 for R.C.C. Rectangular Grid Beam with Slabwith Crushed Sand V.S.I. Grade 1112 M- (30)Thirty TremixConcrete 150 mm thick 1113 Lowering down the debris obtained from breaking 1114 Low Height Openable Storage @ 900Lx450x750HT. 1115 Load Testing of spans of bridge forload upto 800 M.T. 1116 Load Testing of spans of bridge forload upto 100 M.T. 1117 Load Test on the pile upto 400 mm dia. 1118 Load Test on the pile above 900 mm dia. 1119 Load Test on the pile 900 mm dia. 1120 Load Test on the pile 825 mm dia. 1121 Load Test on the pile 750 mm dia. 1122 Load Test on the pile 650 mm dia. 1123 Load Test on the pile 550 mm dia. 1124 Lifting of Precast Arch Unitsand Sockets. 1125 Leather Finish Polishing to Kotah/marble/shahabad/kadappa stone slab. 1126 Leather Finish Polishing to Granite. 1127 Lead joints for 80mm diameter.C.I.pipe. 1128 Lead joints for 150mm diameter.C.I.pipe. 1129 Lead joints for 100mm diameter.C.I.pipe. 1130 Labour charges for providing groove inplaster 1131 Junior Engineer 1132 Jungle wood ballies 85 mm dia. for common rafters, purlins. 1133 Jungle woodfor post truss of 6.00 m.Span. 1134 Jointless Polydee-LMfor terrace waterproofing on B.B.Coba/R.C.C, 1135 Internal/ external20 mm thick Ready Mix plaster using cement mortar1:4. 1136 Internal/ external12 mm thick Ready Mix plaster using cement mortar1:4. 1137 Internal cement plaster 6mm thick in C.M.1:4with neeru finish 1138 Internal cement plaster 6mm thick in C.M.1:3 with neeru finish 1139 Internal cement plaster 6 mm thick in C.M. 1:4 1140 Internal cement plaster 6 mm thick in C.M. 1:3 1141 Internal cement plaster 6 mmusing Ready to use wall plasterin cement mortar 1:3 1142 Internal cement plaster 20mm. thickin C.M. 1:5 with neeru finish 1143 Internal cement plaster 20 mm. thickin C.M. 1:5 1144 Internal cement plaster 20 mm. thickin C.M. 1:4 1145 Internal cement plaster 20 mm. thickin C.M. 1:3 1146 Internal cement plaster 20 mm using Ready to use wall plaster in cement mortar 1:4 1147 Internal cement plaster 20 mm using Ready to use wall plaster in cement mortar 1:3 1148 Internal cement plaster 20 mmusing Ready to use wall plasterin cement mortar 1:3 to stone masonry surfaces 1149 Internal cement plaster 12mm thick in C.M.1:5 with neeru finish 1150 Internal cement plaster 12mm thick in C.M.1:4 with neeru finish 1151 Internal cement plaster 12mm thick in C.M.1:3 with neeru finish 1152 Internal cement plaster 12 mm thick in C.M.1:3 1153 Internal cement plaster 12 mm thick in C.M. 1:5 1154 Internal cement plaster 12 mm thick in C.M. 1:4 1155 Internal cement plaster 12 mmusing Ready to use wall plasterin cement mortar 1:5 1156 Internal cement plaster 12 mmusing Ready to use wall plasterin cement mortar 1:4 1157 Internal cement plaster 12 mmusing Ready to use wall plasterin cement mortar 1:3 1158 Interior wall finish Luster of Asian/ Berger/ Nerolac/ Dulux Paints on internal wall surface. 1159 Informatory sign boards forOverhead Gantries of 3 mm Aluminum Composite Panel. 1160 Informatory Sign Board of area more than 0.9 sqm. of 4 mm (ACM) ofClass C. 1161 Informatory Sign Board of area more than 0.9 sqm. of 4 mm (ACM) ofClass B. 1162 Informatory Sign Board of area more than 0.9 sqm. of 2 mmaluminium sheet of Class C. 1163 Informatory Sign Board of area more than 0.9 sqm. of 2 mmaluminium sheet of Class B. 1164 Informatory Sign Board of area less than 0.9 sqm. of 4 mm (ACM) ofClass C. 1165 Informatory Sign Board of area less than 0.9 sqm. of 4 mm (ACM) ofClass B. 1166 Informatory Sign Board of area less than 0.9 sqm. of 2 mmaluminium sheet of Class C. 1167 Informatory Sign Board of area less than 0.9 sqm. of 2 mmaluminium sheet of Class B. 1168 Hubless centrifugally cast iron pipes of 75 mm. dia. 1169 Hubless centrifugally cast iron pipes of 65 mm. dia. 1170 Hubless centrifugally cast iron pipes of 50 mm. dia. 1171 Hubless centrifugally cast iron pipes of 300 mm. dia. 1172 Hubless centrifugally cast iron pipes of 250 mm. dia. 1173 Hubless centrifugally cast iron pipes of 200 mm. dia. 1174 Hubless centrifugally cast iron pipes of 150 mm. dia. 1175 Hubless centrifugally cast iron pipes of 100 mm. dia. 1176 Hire Charges of Roller. 1177 Heavy duty R.C.C. cover of size 90 cmx 45 cm. 1178 Heavy duty R.C.C. cover of size 60 cmx 45 cm. 1179 Heavy Duty Fibre Glass Reinforced LType Jersey Barrier. 1180 Heavy Duty Fibre Glass Reinforced JerseyBarrier With Interlocking provison. 1181 Heavy Duty Fibre Glass Reinforced 2.00 m height Site Safety Fence. 1182 Heavy Duty Fibre Glass Reinforced 1.75 m height Site Safety Fence. 1183 Heavy Duty Fibre Glass ReinforcedBarrier With Interlocking provison. 1184 Heat insulation tape/videoflex 15milimetre. 1185 Heat insulation by wrapping the pipes with glass wool/asbestos fibre rope or tape/videoflex 25milimetre 1186 HCRM/ CRSsteelbars for R.C.C. Bridge works. 1187 Handcut polished Kotah Stone flooring 45 to 55 cm. wide. 1188 Handcut polished Kotah Stone flooring 30 cm. wide. 1189 Hand polishing to dado, skirting. 1190 Half turn 25 mmdiameter flushing cock. 1191 Half Brick Masonry in C.M.1:4 1192 H.M.SidewidthSupplying/ Spreading/ Compaction etc. Complete. 1193 Gypsum plaster to previously plastered surface. 1194 Gypsum board false ceiling with 12.5 milimetre thick Gypsum boards. 1195 GyayPaving Blocks 80 mm thick. 1196 Gunitingto vertical surface in C.M.1:3, 25mm thick. 1197 Gunitingto vertical surface in C.M.1:3, 20mm thick. 1198 Gunitingto ceiling/soffit in C.M.1:3,50mm thick. 1199 Gunitingto ceiling/soffit in C.M.1:3,40mm thick. 1200 Gunitingto ceiling/soffit in C.M.1:3,25mm thick. 1201 Gunitingto ceiling/soffit in C.M.1:3,20mm thick. 1202 Gunitingto beams in C.M.1:3, 25mm thick. 1203 Gunitingto beams in C.M.1:3, 20mm thick. 1204 Guard Railing Type ‘C’ with 3 rows of 50 mm dia. G.I. pipe. 1205 Guard Railing Type ‘C’ with 3 rows of 40 mm dia. G.I. pipe. 1206 Guard Railing Type Drg. 15 of 1 M height. 1207 Grouting with Water Insensitive Underwater Epoxy Grout Base and hardener. 1208 Groove cutting along crack and sealing and refilling with epoxy mortar. 1209 Gray Paving Blocks 40 mm thick. 1210 GrayPaving Blocks 60 mm thick. 1211 Gravel packing in tubewell construction. 1212 Grass chhapper (roof) with bamboos 50 mm to 75 mmdiameter . 1213 Grass chhapper (roof) with bamboos 25 mmdiameter . 1214 Grannite for Steps. 1215 Grannite for Flooring. 1216 Granite stone of 18 to 20 mm thick for door frame/dado/window boxing etc. 1217 Granite kitchen platform with stainless steel sink 600 mm x 450 mm size. 1218 Granite for Sills. 1219 Glassfibre GeoComposite TFI Techglass AIC-50. 1220 Glassfibre GeoComposite TFI Techglass AIC-100. 1221 Glass tiles of Manglore type. 1222 Glass shelf 125 mm wide and 600 mm long. 1223 Gas or Electrical Welding 1224 Gabion Structure 1 M High. 1225 Gabion Structure 0.5 MHigh. 1226 G.S.B. with Gr.III close graded Material byPlant Mix Method. 1227 G.S.B. with Gr.III close graded Material byMix in PlaceMethod. 1228 G.S.B. with Gr.II close graded Material byPlant Mix Method. 1229 G.S.B. with Gr.II close graded Material byMix in PlaceMethod. 1230 G.S.B. with Gr.I close graded Material byPlant Mix Method. 1231 G.S.B. with Gr.I close graded Material byMix in PlaceMethod. 1232 G.I. Water Spouts. 1233 G.I. Plain Metal Ceiling 1234 G. I. Pipe Gate with Wicket Gate. 50 mm Dia 1235 Fully glazed double leafC.C.T.W. window shutter with openable fanlight. 1236 Fully Glazed AluminiumFixed Window With Powder Coating. 1237 Full Height Steel Storage @ 750Lx450Dx2100HT. 1238 Forged Steel Rocker Bearing 1239 ForStrengtheningofconcreteRCC,Columns,Beams,Slabs,Foundation by Propene Resin Sealer Cum Grout. 1240 Flush grooved pointing with C.M.1:3 for stone masonry. 1241 Flush grooved pointing with C.M.1:3 for brick work 1242 Flush Door shutter in single leaf without ventilator. 1243 Flush Door shutter in single leaf (Exterior Grade) 1244 Flush doorsingle leafBison Panel. 1245 Floor Directories Providing and fixing acrylic multilingual Braille (raised dots)ADA compliant modularfloor directories system on all floors of size1.5 x 2. 1246 Flexible wire rope safety barrier. 1247 Flexible Apron withloose stone boulders. 1248 Flanged connection for the 80mm diameter.C.I.pipe line . 1249 Flanged connection for the 150mm diameter.C.I.pipe line . 1250 Flanged connection for the 100mm diameter.C.I.pipe line . 1251 First class Brick MasonryFor 1:3 in substructure. 1252 First class B.B. masonry in C.M.1:6 in Plinth. 1253 First class B.B. masonryin C.M. 1:4 in Rectangularpillars 1254 First class B.B. masonryin C.M. 1:4 in Curvedpillars 1255 Fire exit and floor identification signage. 1256 Finishingupto225 mmthickcement concrete withtremixtreatmentforpavingslab. 1257 Fine Cement Finish 1.5 mm thick over green plaster 1258 Filter mediawith granular materials behind Abutment/ Return. 1259 Filling voids/ honeycomb with high pressure injection grouting of Polymer Cement Grout. 1260 Filling tiles joint portion offlooring and dado filling with white cement 1261 Filling Sand in Foundation Trenches. 1262 Filling in the foundation withSand. 1263 Filling in plinth with contractors soil. 1264 Filling in plinth and floors with approved excavated materials. 1265 Fibre Glass reinforced polyster door shutter 35 mm thick. 1266 Fibre Glass reinforced polyster door shutter 30 mm. thick. 1267 Fibre Glass Geogrid50 KN/m to Asphalt overlay pavements. 1268 Fibre Glass Geogrid100 KN/m to Asphalt overlay pavements. 1269 Ferrule connection of 50 mm diameter. to water main. 1270 Ferrule connection of 40 mm diameter. to water main. 1271 Ferrule connection of 32mm diameter. to water main. 1272 Ferrule connection of 25mm diameter. to water main. 1273 Ferrule connection of 20mm diameter. to water main. 1274 Ferrule connection of 15mm diameter. to water main. 1275 Fan hook box of 2 mm thick M. S. sheet. 1276 False Ceiling with G.I.channels. 1277 False ceiling withlight-weight calcium silicate tiles of spintone surface texture. 1278 False Ceiling of T.W.Particle Board. 1279 False Ceiling of T.W. partical board. 1280 False Ceiling of plain A.C. sheets 4mm thick. 1281 False Ceiling of Laminated Boards. 1282 False Ceiling of 15 mm thick Accoustic Boards. 1283 False Ceiling of 12 mm thick Accoustic Boards. 1284 False Ceiling of boards ofplaster of paris. 1285 False Ceilingwith aluminium sections. 1286 Factory-made steel windows constructed of Skin Pass Galvanized Iron Sheet. 1287 Factory-made steel door of Single leaf Internal Plain Wood finish. 1288 Factory-made steel door of Single leaf Internal Plain Steel finish. 1289 Factory-made steel door of Single leaf External Plain Wood finish type. 1290 Factory-made steel door of Single leaf External Plain Steel finish. 1291 Factory-made steel door of Single leaf External Embossed Wood finish. 1292 Factory-made Single leaf 2 hour fire rated door. 1293 Factory made uPVC Twin Sash Casement Door frame of size 122 x 62 mm 1294 Factory made uPVC Louver window (Big Series) frame of size 67 x 62 mm 1295 Factory made single leaf PanelledC.C.T.W.Door Shutter. 1296 Factory made coloured chamfered edge Cement concrete grass paver blocks. 1297 Factory made box type steel window with glazed fanlight. 1298 Factory made box type fully glazed window 1299 FactorymadeuPVCcasement Window (Big Series) frame of size 67 x 62 mm 1300 FactorymadeFixed Window (Big Series) frame of size 67 x 62 mm 1301 FactorymadeCasement Door (Big Series) frame of size 67 x 62 mm & Door Sash of size 67 x 115 mm 1302 Fabric wrapped Compressed polyester fibre nonwoven 9mmpanels above the wood wool board panelling. 1303 Extra for working under running traffic for Structural steel Fe- 410-B. 1304 Extra for Chiselling in hard rocks, with Concrete Mixer 900 mm dia. 1305 Extra for Chiselling in hard rocks, with Concrete Mixer 650 mm dia. 1306 Extra for Chiselling in hard rocks, with Concrete Mixer 550 mm dia. 1307 Extra for Chiselling in hard rocks, with Concrete Mixer 1000 mm dia. 1308 Extra charges for sinking of well in H.R. by chiselling inwater. 1309 Exterior grade FibreReinforced Heavy Duty Designer cement concrete tiles for Steps and Dado. 1310 Exterior grade FibreReinforced Heavy Duty Designer cement concrete tiles for Flooring. 1311 Expansion Joints withBituflexClose Cell Foamin double layer. 1312 Expansion joints for Interior Column with 25 mm thick plain premoulded filler. 1313 Expansion Joints for Exterior Column withBituflexClose Cell Foam in double layer. 1314 Expansion joints for Exterior Column with 25 mm thick plain premoulded filler. 1315 Expansion joints at terrace levelwith 25 mm thick plain premoulded filler. 1316 Expansion joints at terrace levelwith 25 mm thick plain premoulded filler and stainless steel plate. 1317 Expansion joints at floor levelwith 25 mm thick plain premoulded filler. 1318 Expansion joints at floor levelwith 25 mm thick plain premoulded filler and stainless steel plate.. 1319 Expansion jointsfor interior columns withpremoulded fillerand stainless steelplate. 1320 Expansion jointsfor exterior columns withpremoulded fillerand stainless steelplate. 1321 Expansion jointwith 25 mm thick bituminous pad. 1322 ExecutivesTable 1800Lx900Dx750HT . 1323 Executive Table 2250Lx2100Dx750HT including Low Height Credestal @1200Lx450Dx650HT. 1324 Excavation of foundation in Marshy Soil by Mechanical Means. 1325 Excavation for foundation in soil (Lift upto 1.50 M) by Mechanical Means. 1326 Excavation for foundation in soil (Lift upto 1.50 M)by Manual Means. 1327 Excavation for foundation in soil (Lift 1.50 M to 3.0 M) by Mechanical Means. 1328 Excavation for foundation in soil (Lift 1.50 M to 3.0 M) by Manual Means. 1329 Excavation for Foundation in S.R. (Lift upto 1.50 M). 1330 Excavation for foundation in S.R. (Lift 1.50 M to 3.0 M). 1331 Excavation for foundation in Laterite Rock . 1332 Excavation for Foundation in H.R.by Blasting (Lift upto 1.50 M) 1333 Excavation for foundation in H.R. by Controlled Blasting (Lift upto 1.50 M). 1334 Excavation for foundation in H.R. by chiseling (Lift upto 1.50 M). 1335 Excavation for foundation in H.R. by Blasting (Lift 1.50 M to 3.0 M). 1336 Excavation for foundation in H.M.B. (Lift upto 1.50 M). 1337 Excavation for foundation in H.M.B. (Lift 1.50 M to 3.0 M). 1338 Excavation for foundation in H.M. (Lift upto 1.50) by Mechanical Means. 1339 Excavation for foundation in H.M. (Lift upto 1.50) by Manual Means. 1340 Excavation for foundation in H.M. (Lift 1.50 M to 3.0 M) by Mechanical Means. 1341 Excavation for foundation in H.M. (Lift 1.50 M to 3.0 M) by Manual Means. 1342 Ex.roadway in H.R. by wedging and chiselling 1343 Ex. for roadway in soil. 1344 Ex. for roadway in S.R. 1345 Ex. for roadway in H.R. by controlled blasting 1346 Ex. for roadway in H.M. 1347 Ex. for gutter in soil. 1348 Ex. for gutter in S.R. 1349 Ex. for gutter in H.R. by chieselling and wedging. 1350 Ex. for gutter in H.M. 1351 Ex. for foundation of bridge in S.R.a) Upto 1.50m lift Normal Rateb) 1.50m to 3.00m lift, Add 10%c) 3.00m to 4.50m lift, Add 20%d) 4.50m to 6.0m lift, Add 30% 1352 Ex. for foundation of bridge in H.R.by Controlled Blasting. 1353 Ex. for foundation of bridge in H.M.B. 1354 Ex. for foundation of bridge in H.M.a) Upto 1.50m lift Normal Rateb) 1.50m to 3.00m lift, Add 10%c) 3.00m to 4.50m lift, Add 20%d) 4.50m to 6.0m lift, Add 30% 1355 Ex. for foundation of bridgein soil by Mechanical Means. 1356 Ex. for foundation of bridgein soil by Manual Means. a) Upto 1.50m lift Normal Rateb) 1.50m to 3.00m lift, Add 10%c) 3.00m to 4.50m lift, Add 20%d) 4.50m to 6.0m lift, Add 30% 1357 Ex. for foundation of bridgein H.R. Upto 1.50 m lift. a) Upto 1.50m lift Normal Rateb) 1.50m to 3.00m lift, Add 10%c) 3.00m to 4.50m lift, Add 20%d) 4.50m to 6.0m lift, Add 30% 1358 Ex. for foundation of bridgein H.R. by chiselled and wedged or line drilled. a) Upto 1.50m lift Normal Rateb) 1.50m to 3.00m lift, Add 10%c) 3.00m to 4.50m lift, Add 20%d) 4.50m to 6.0m lift, Add 30% 1359 Ex.for foundation for bridge in laterite rock. 1360 European type white glazed W.C.Pan without flushing cistern. 1361 European type white glazed W.C.Pan with 10 litre flushing cistern. 1362 European type white glazed closet . 1363 European type Colourglazed W.C.Pan without flushing cistern. 1364 European type Colourglazed W.C.Pan with 10 litre flushing cistern. 1365 Empty boring for 325 to 400 mm dia. bored R.C.C. cast in situ piles 1366 Elastomeric,Anticarbonation,Anticorrosive,UVresistant,SolventbasedPure AliphaticAcrylateSystem-MONOPOL456ontheexteriorfacesof BuildingsProtection. 1367 Elastomeric Bearing. 1368 Eco- drain 315 mm SN 8 Nu-Drain Upvc pipes 1369 Eco- drain 250 mm SN 8 Nu-Drain Upvc pipes 1370 Eco- drain 200 mm SN 8 Nu-Drain Upvc pipes 1371 Eco- drain 160 mm SN 8 Nu-Drain Upvc pipes 1372 Eco- drain 110 mm SN 8 Nu-Drain Upvc pipes 1373 Ductile iron manhole cover ofwith frame. 1374 Ductile Iron circular manhole 45 cm dia. 1375 Dry wall cladding with clay tile. 1376 Dry Rubble Stone Soling . 1377 Dry Rubble Flooring at C.D.works. 1378 Dry Lean Cement Concrete 1379 Drilling 32 mm dia hole and upto depth of 400 mm and grounting with epoxy resin of reinforcement steel of 25 mm dia. 1380 Dressing Table @400LX 400DX 1800H. 1381 DRAWER PEDESTAL UNIT @ 392L x 450D x 680Ht. mm. 1382 DPC 50mm thick inM15. 1383 Double shuttered aluminium extruded powder coated openable door. 1384 Double scaffolding system (cup lock type) on the exterior side of Building. 1385 Double Leaf Panalled Door with glazed openable fanlight Shutter 1386 Door/ Window frames 75x50 of required colour made with wood Polymer composite (WPC). 1387 Door/ Window frames 125x50 of required colour made with wood Polymer composite (WPC). 1388 Door/ Window frames 120x50 of required colour made with wood Polymer composite (WPC). 1389 Door/ Window frames 100x50 of required colour made with wood Polymer composite (WPC). 1390 Door Closure: (For 2 Hr fire Rated EN-3 Door Closure). 1391 Dismantling wooden floor. 1392 Dismantling the R.C.C. work 1:2:4 . 1393 Dismantling stone masonry in mud. 1394 Dismantling stone masonry in lime or cement mortar. 1395 Dismantling of Flexible Pavements of Bituminous courses. 1396 Dismantling of cement concrete pavement by mechanical means 1397 Dismantling flat wooden or A.C. sheet ceiling. 1398 Dismantling brick masonry in Mud . 1399 Dismantling brick masonry in lime or cement mortar. 1400 Dewatering on BHP basis by using 3.0 BHP Pump. 1401 Dewatering on BHP basis by using5.0 to 9.0 BHP Pump. 1402 Dewatering on BHP basis by using10.0 to 19.0BHP Pump. 1403 Detailed survey for bandhara. 1404 Design, supply, fabrication and fixing of SS, non glare Signage board (2 ft. x 2 ft.- 1 no.) for the accessible parking. 1405 Design, supply, fabrication and fixing of acrylic, non glare, tactile audio pictorialbuildinglayout as per the approved size. 1406 Design, supply, fabrication and fixing acrylic multilingual Braille (raised dots) directional signboards of size 6 x 9. 1407 Design of overlay for existing B.T.surface testing byBenkelman Beam method 1408 Dead journey charges for Roughness Index machine. 1409 Cutting transverse contraction joints. 1410 CUSTOMPRINTEDACOUSTICAL FALSECEILING 1411 Curtain Wall complete with Stone masonry in C.M. 1:3. 1412 Crimped wire G.I. mesh of size 20mm x 20mm 10 guage to iron angle frame. 1413 Credestal @ 1200Lx450Lx650HT . 1414 Crack Sealing/Filling using epoxy mortar. 1415 Crack Groove Cutting using hand held electrically operated concrete cutting machine. 1416 CR masonary First sort in C.M.1:6 composite masonary for pillars. 1417 Coursed Rubble Masonry 1418 Country Teak Wood Four LeafPaneled Shutters. 1419 Country Non Teak Wood Door frame . 1420 Corrugated G.I.sheets of 0.63mm thickness. 1421 Corrosion protection of unexposed old reinforcement by corrosioninhibitingcapletslikePowrthrow drilling 20-22 mm diameter holes into the concrete at a depth of 30-40 mm. 1422 Corrosion protection of unexposed old reinforcement by corrosioninhibitingcapletslikePowrthrow drilling 20 mm diameter holes into the concrete at a depth of 25 mm. 1423 Corrosion inhibiting admixture Polyalk CP 293 in concrete to protect steel bars. 1424 CorrosionResistant steelreinforcement for R.C.C. 1425 Copper strip 25 mm wide and 3 mmthick for lightening conductor. 1426 Copper plateexpansion joint. 1427 Construction of stabilised soil basewith local H.M., with 30% GSB & 4% cement using Nano- technology silane. 1428 Construction of stabilised soil basewith local H.M., with 30% GSB & 3% cement using Nano- technology silane. 1429 Construction of stabilised soil basewith local H.M., with 30% GSB & 2% cement using Nano- technology silane. 1430 Construction of M-40 grade reinforced prestressesd precast concrete panel of 200 mm thickness having size 4.5m x 3.5m. 1431 ConstructionofThinWhiteToppingplaincementconcretepavementoverapreparedsubbase. 1432 Constructing InformationPillar of Brick Masonry in Non B.C. Soil 1433 Constructing InformationPillar of Brick Masonryin B.C. Soil 1434 Conference Table @ 3600Lx1400Dx750HT. 1435 Conference Table @ 1800 x 900 x 750 mm Ht. 1436 Computer Typist 1437 Computer Operator 1438 Compressor Operator / Driver 1439 Compacting size metal (100 mm loose) with Vibratory roller. 1440 Compacting size metal (100 mm loose) with Power roller. 1441 Compacting oversize metal (200 mm loose) with Vibratory roller. 1442 Compacting oversize metal (200 mm loose) with Power roller. 1443 Compacting H.M.side width with Vibratory Roller. 1444 Colour-wash in two coats to new surface. 1445 Colour-wash in two coats to new surface including White Wash. 1446 Colour-wash in one coat to new surface. 1447 Colour-wash in one coat to new surface including White Wash. 1448 Coloured glazed earthenware full stall type Urinal. 1449 Coloured Anodising treatment to Aluminium sections. 1450 ColouredPaving Blocks 80 mm thick. 1451 ColouredPaving Blocks 60 mm thick. 1452 Colouredglazed earthenware Wash Hand Basin of 63 cm.x 45 cm. size. 1453 Colouredglazed earthenware Wash Hand Basin of 55cm.x 40cm.size. 1454 Colouredglazed earthenware Wash Hand Basin of 55 cm.x 40 cm. size with chromium plate bottle trap. 1455 Colouredglazed earthenware Wash Hand Basin of 45cm.x 30cm.size. 1456 Colouredglazed earthenware lipped flat back/corner type urinal. 1457 Colour washin two coats on oldsurfaces including White Wash. 1458 Colour washin two coats on oldsurfaces excluding White Wash. 1459 Colour washin one coat on oldsurfaces including White Wash. 1460 Colour washin one coat on oldsurfaces excluding White Wash. 1461 Colour Anodized Fully Glazed AluminiumFixed Window. 1462 Colour Anodized Aluminium openable window. 1463 Colour AnodizedAluminium four track sliding windows with outer frame. 1464 Collapsible Steel Gate 1465 Cold Rolled Steel Hollow Door Frame. 1466 Cleaning of rocker & roller bearing using high pressure water jet. 1467 Cleaning of decorated wall surfaces. 1468 Cleaning and application of anti-corrosive zinc rich epoxy primer to exposed reinforcemen. 1469 Cleaning water tank upto 2000 ltr. 1470 Cleaning water tank 5001-7000 ltr. 1471 Cleaning water tank7 Lakh to 12 Lakh ltr. 1472 Cleaning water tank40001-50000 ltr. 1473 Cleaning water tank4 Lakh to 7 Lakh ltr. 1474 Cleaning water tank30001-40000 ltr. 1475 Cleaning water tank2001-5000 ltr. 1476 Cleaning water tank20001-30000 ltr. 1477 Cleaning water tank15001-20000 ltr. 1478 Cleaning water tank1 Lakh to 4 Lakh ltr. 1479 Cleaning water tank 7001-10000 ltr. 1480 Cleaning water tank 50001 to 1 Lakh ltr. 1481 Cleaning water tank 10001-15000 ltr. 1482 Chromium plated towal rod. 1483 Chiseling through pile shells in hard strata 900 mm dia. 1484 Chiseling through pile shells in hard strata 750 mm dia. 1485 Chiseling through pile shells in hard strata 1050 mm dia. 1486 Chiseling through pile shells in hard strataupto 550 mm dia. 1487 Chipping and dressing of the R.C.C. piles upto 0.60 m. 1488 Chipping & Dressing of R.C.C. Piles. 1489 Chicken Mesh Jali (24G) at the junction. 1490 Chequered tilesof size 30 cm x 30 cm for flooring. 1491 Chain link Fencing 1.6 M. height. 1492 Ceramic Tiles30 cm x 60 cmfor Dado. 1493 Ceramic Tiles30 cm x 45 cm for Dado. 1494 Ceramic Tiles30 cm x 30 cm x 8 mm for flooring. 1495 Ceramic Tiles30 cm x 30 cmfor Dado. 1496 Cement patta of 2.50 cm width on edges of plaster for doors & windows 1497 Cement Paint to unplastered Concrete Surface. 1498 Cautionary/Warning sign boards in Octagone size of 900 mmmade out of 4 mm aluminum aluminum sheet ofClass C. 1499 Cautionary/Warning sign boards in Octagone size of 750 mmmade out of 4 mm aluminum sheet ofClass B. 1500 Cautionary/Warning sign boards in Equilateral Triangle size of 900 mmmade out of 4 mm aluminum sheet ofClass C. 1501 Cautionary/Warning sign boards in Equilateral Triangle size of 750 mmmade out of 4 mm aluminum sheet ofClass C. 1502 Cautionary/Warning sign boards in Equilateral Triangle size of 600 mmmade out of 3 mm aluminum sheet ofClass C. 1503 Cautionary/Warning sign boards in Equilateral Triangle size of 1200 mmmade out of 4 mm aluminum sheet ofClass C. 1504 Cautionary/Warning sign boards in Equilateral Triangle size of 900 mmmade out of 4 mmaluminum sheet composite material with 0.25 mm skin thickness on either side, bondedwithwhiteretroreflectivesheetingof ClassB. 1505 Cautionary/Warning sign boards in Equilateral Triangle size of 750 mmmade out of 4 mmaluminum sheet composite material with 0.25 mm skin thickness on either side, bondedwithwhiteretroreflectivesheetingof ClassB. 1506 Cautionary/Warning sign boards in Equilateral Triangle size of 600 mmmade out of 3 mmaluminum sheet composite material with 0.25 mm skin thickness on either side, bondedwithwhiteretroreflectivesheetingof ClassB. 1507 Cautionary/Warning sign boards in Equilateral Triangle size of 1200 mmmade out of 4 mmaluminum sheet composite material with 0.25 mm skin thickness on either side, bondedwithwhiteretroreflectivesheetingof ClassB. 1508 Cautionary/ Warning sign boards in Octagone size of 900 mmmade out of 4 mm aluminum sheet ofClass B. 1509 Cautionary/ Warning sign boards in Octagone size of 750 mmmade out of 4 mm aluminum sheetofClass B. 1510 Cast Steel Rocker Bearing. 1511 Cast in situ R.C.C. Railing of M-30 Grade. 1512 Carryingout Roughness Index test for each additional lane. 1513 Carrying out Roughness Index test for single lane 1514 Carrying out Roughness Index test for 1.5/ 2 lane. 1515 C.R.masonary secondsort in C.M. 1:6 in superstructure. 1516 C.R.masonary second sortin C.M. 1:6 in Plinth 1517 C.R.masonary first sort in C.M. 1:6 in superstructure. 1518 C.R.masonary firstsortin C.M. 1:6 in Plinth 1519 C.P.Two way BIB cock jacquar make. 1520 C.P. wall mixer for overhead shower. 1521 C.P. sink cock with raisedJshaped spout jaquar make. 1522 C.P. pillar cockwith aerator jaquar make. 1523 C.P. BIB cock with wall flange jaquar make. 1524 C.P. Angular stop cock. 1525 C.I.Nahani Trap8 cm . 1526 C.I.Nahani Trap10 cm . 1527 C.C.T.W. Runner 150 x 75 mm. over partition. 1528 C.C.T.W.brackets for weather sheds of section 70 x 45 mm. 1529 Burnt Brick on edgeMasonry in C.M.1:3 1530 Brick Masonry Inspection Trap Chamber 90 cm x 45 cm with R.C.C. cover 1531 Brick Masonry Inspection Chamber 90cm x 45cm and 90cm with C.I.lead. 1532 Brick Masonry Inspection Chamber 90 cm x 45 cm x 90 cm.with R.C.C.cover. 1533 Brick Masonry Inspection Chamber 90 cm x 45 cm with R.C.C. raft in B.C. soil 1534 Brick Masonry Inspection Chamber 90 cm x 45 cm with C. I. lid cover. 1535 Brick Masonry Inspection Chamber 60 cm x 45 cm x 90 cm.with R.C.C. cover. 1536 Brick Masonry Inspection Chamber 60 cm x 45 cm with R.C.C. raft in B.C. soil 1537 Brick Masonry Inspection Chamber 60 cm x 45 cm and 90 cm with C.I.lead. 1538 Boring/drilling bore well of 300 milimetredia for casing/ strainer pipe. 1539 Bonding coat of using Hack Aid Plast between concrete members. 1540 Board Class C of size 1.80 m x 1.20 m size displayinginformation, suchasNameofwork,Tendercost,Nameof Contractor, Work completion and liability period 1541 Board Class C of size 1.20 m x 0.90 m size displayinginformation, suchasNameofwork,Tendercost,Nameof Contractor, Work completion and liability period 1542 Board Class B of size 1.80 m x 1.20 m size displayinginformation, suchasNameofwork,Tendercost,Nameof Contractor, Work completion and liability period 1543 Board Class B of size 1.20 m x 0.90 m size displayinginformation, suchasNameofwork,Tendercost,Nameof Contractor, Work completion and liability period 1544 BlackKadappafor Shelves 1545 Bituminous organosilance nanotechnology for various bituminous mixes such as BM/DBM/Carpet/sealcoat/MSS/SDBC. 1546 Bitumen over the terrace. 1547 Bearing cleaning and pier cap cleaning for the proper movement of bearing etc. complete. 1548 Batch Mix M-20 forPiers, Abutments, Returns with V.S.I. Sand. 1549 Batch MixM-35 forPiers, Abutments, Returns with V.S.I. Sand. 1550 Batch MixM-30 forPiers, Abutments, Returns with V.S.I. Sand. 1551 Batch MixM-25 forPiers, Abutments, Returns with V.S.I. Sand. 1552 Barricading with the help of Portable Fencing along the running track. 1553 Bamboowood paneling for doors of 25 to 40 milimetrethick. 1554 Bamboowood paneled or paneled and glazed Shutters of Doors. 1555 Bamboowood 20 milimetrethick Decking Outdoor Flooring Tile. 1556 Bamboowood 14 milimetrethick wall Skirting. 1557 Bamboowood 14milimetrethick tile flooring with with 2 milimetreunderlay as sound abrobing and moisture barrier. 1558 Bamboowood 14milimetrethick tile flooring with plywood. 1559 Bamboowood 10 milimetrethick Wall Cladding. 1560 Bamboowood 10 milimetrethick Wall Cladding for Accoustic purpose. 1561 Bamboo Matting screen for partition. 1562 Back filling behind abutment/ return by Sandy Material. 1563 Back filling behind abutment/ return by Granular Material. 1564 Autoclaved areated concrete block masonry in cement mortar 1:6 in foundations and plinth. 1565 Autoclaved Areated concrete block masonryusing Ready to use BLOCK JOINT MORTAR1:6 in foundations and plinth. 1566 Areated Autoclaved Cellular Block masonry in C.M. 1:6 using Fly Ashfor 75 mm thick wall 1567 Apron with Cement Concrete Blocks. 1568 AppointingExpert/ProfessionalConsultantforselection of Bandharasites 1569 Applying two coats of protective membrane overR.C.C. surface. 1570 Applying Poly Ironite Ceramic Cementitious PICC repair mortar onConcrete Road. 1571 Applying Poly Ironite Ceramic Cementitious PICCas Repair mortar and Kelox onConcrete Road. 1572 Applying PICC on preparedConcrete/ Bitumensurface pot holes. 1573 Applying PICC and Kelox epoxy bond coat on pot holes. 1574 Applying PICCcoating mortar on existing GSB. 1575 Applying PICC for masonry joint filling. 1576 Applying Kelox R 101 (Resin)+ Kelox H 404 (Hardner)for bonding old concrete to new mortar. 1577 applying highabrasive resistant, UV resistant,PICCrepair mortar for water proofingon concrete surface. 1578 ApplyingDuraClean- WRfor cleaning the TMT bars, steel structure etc. 1579 Applyingchemical for cleaning the exposed steel structure, TMT bars, etc. 1580 Apply bonding coat slurry of high performance acrylic polymer - Methyl 2-methylpropenoate copolymer. 1581 Apply bonding coat slurry of high performance acrylic polymer - Methyl 2-methylpropenoate copolymer to reinforcement. 1582 Application of Protective coating Supply and application of Siliane/ Siloxane primer. 1583 Antitermite treatmentaround the periphery of the existing building. 1584 Antitermite treatment for wooden frames of doors/ windows. 1585 Antitermite treatment for wooden beams/joists. 1586 Antitermite treatment for top surface of plinth filling. 1587 Antitermite treatment for bottom surface and sides of excavation. 1588 Antitermite treatment for backfill in foundation. 1589 Antitermite treatment forsides of flooring. 1590 Antitermite treatment along the external face. 1591 Anti-Glare Devices in Median with Rectangular vane of M.S. Sheet. 1592 Anti-Glare Devices in Median with 25 mm steel frame work. 1593 Anti corrosive treatment to reinforcement as per C.P.C.C. method. 1594 Anodisedextruded Aluminum partions withlamination both side. 1595 AnodisedAluminum partions 40x60x12 mmpartly glazed and partly laminated. 1596 AnodisedAluminium fixed staggered (Z Type) Ventilatorwith mosquito netand float glass. 1597 Anglo Indian type type white glazed W.C.Pan with flushing cistern. 1598 Aluminum backed flexible prismatic (AFP) sheeting. 1599 Aluminium sheet 24 gauge ondoor shutter. 1600 Aluminium Grilldiamond mesh type. 1601 aluminiumstrips of size 50 mm x 3 mm.for nosing the steps. 1602 aluminiumsliding window of two tracks with powder coating withoutbox. 1603 aluminiumsliding window of two tracks with powder coating with box. 1604 aluminiumsliding window of two tracks with colour anodising and without box. 1605 aluminiumsliding window of two tracks with colour anodising and with box. 1606 aluminiumsliding window of three tracks with powder coating without box. 1607 aluminiumsliding window of three tracks with colour anodising and without box. 1608 aluminiumsliding window of three tracks with colour anodising and with box. 1609 aluminiumsliding window of three tracks With powder coating with box. 1610 Aluminiumopenable window Without Powder Coating. 1611 ADA compliant modular Multilingual and tactile Emergency evacuation map of each floor indicating the current position of the viewer saying YOU ARE HERE 1612 Acrylic plastic sheet panels 3.00 mm thick 1613 Acrylic plastic sheet panels 2.00 mm thick 1614 Acrylic multilingual Braille (raised dots) signboards of size 6x 9 for room titles. 1615 Acoustical Suspended Ceiling System with ultima edge tiles. 1616 Acoustical Suspended Ceiling System with Optra edge tiles. 1617 Acoustical Suspended Ceiling System with Fine Fissurededge tiles. 1618 Acoustical Suspended Ceiling System with Duneedge tiles. 1619 Acoustical Suspended Ceiling System with Bioguard edge tiles. 1620 Acoustical Panelling made from Wood-wool Board. 1621 Acoustical Panelling made from 12mm wp Ply wood. 1622 Acoustical Panelling made from 12mm thick Agro wood strips. 1623 Acoustical Panelling made fromFabric wrapped Compressed Polyester Fibre. 1624 ACOUSTICAL GLASS FIBREFALSE CEILING BLADES 1625 Acoustical Doors along with 150 x 150 mm Teak Wood Frame. 1626 Acoustical Ceiling made from Rigitone 8/18 perforated panels. 1627 Acoustical Ceiling made from Gypsum Plain Panels. 1628 Acoustical Ceiling made from Compressed polyester fibre. 1629 ACOUSTICALWOODWOOLWALLPANELLING 1630 ACOUSTICALWOODWOOLFALSECEILING 1631 ACOUSTICALGLASSFIBRE FALSECEILINGCLOUDS&SHAPES 1632 900 mm.Triangular Boards of4 mm (ACM) ofClass C. 1633 900 mm.Triangular Boards of4 mm (ACM) ofClass B. 1634 900 mm Triangular Board of 2 mmaluminium sheet of Class C. 1635 900 mm Triangular Board of 2 mmaluminium sheet of Class B. 1636 900 mm Octagonal Board of 4 mm (ACM) ofClass C. 1637 900 mm Octagonal Board of 4 mm (ACM) ofClass B. 1638 900 mm Octagonal Board of 2 mmaluminium sheet of Class C. 1639 900 mm Octagonal Board of 2 mmaluminium sheet of Class B. 1640 80mm diameter. wheeled stop Tap of Brass 1641 80 mm.dia. medium gradeG.I. Pipes with filling trenches. 1642 80 mm.dia. Heavy GradeG.I.Pipes with filling trenches. 1643 80 mmdiameter Water Meter. 1644 80 mmdiametermedium gradeISI Mark G.I.pipes. 1645 750 mm.Triangular Boards of4 mm (ACM) ofClass C. 1646 750 mm Triangular Board of 2 mmaluminium sheet of Class C. 1647 750 mm Triangular Board of 2 mmaluminium sheet of Class B. 1648 750 mm Octagonal Board of 4 mm (ACM) ofClass C. 1649 750 mm Octagonal Board of 4 mm (ACM) ofClass B. 1650 750 mm Octagonal Board of 2 mmaluminium sheet of Class C. 1651 750 mm Octagonal Board of 2 mmaluminium sheet of Class B. 1652 75 mmdiameter P.V.C. soil vent / waste pipe . 1653 700 mm.Triangular Boards of4 mm (ACM) ofClass B. 1654 65 mm diameter. wheeled stop Tap of Brass 1655 600 mm.Triangular Boards of3 mm (ACM) ofClass C. 1656 600 mm.Triangular Boards of3 mm (ACM) ofClass B. 1657 600 mm Triangular Board of 1.5 mmaluminium sheet of Class C. 1658 600 mm Triangular Board of 1.5 mmaluminium sheet of Class B. 1659 600 mmdia. PVC. Inspection chamber. 1660 50mm diameter. CPVC pipe in trenches. 1661 50 mm.Dia. heavy gradeISI Mark G.I.pipes. 1662 50 mm. dia. CPVC pipe on wall. 1663 50 mm.dia. medium gradeG.I. Pipes with filling trenches. 1664 50 mm.dia. Heavy GradeG.I.Pipes with filling trenches. 1665 50 mm diameter. wheeled stop Tap of Brass 1666 50 mmdiameter Water Meter. 1667 50 mmdiametermedium gradeISI Mark G.I.pipes. 1668 450 mmdia. PVC. Inspection chamber. 1669 40mm diameter. CPVC pipe in trenches. 1670 40 mm.Dia. heavy gradeISI Mark G.I.pipes. 1671 40 mm. diameterBall cockwith PVC float . 1672 40 mm. dia. CPVC pipe on wall. 1673 40 mm.dia. medium gradeG.I. Pipes with filling trenches. 1674 40 mm.dia. Heavy GradeG.I.Pipes with filling trenches. 1675 40 mm diameter. wheeled stop Tap of Brass 1676 40 mmdiameter Water Meter. 1677 40 mmdiametermedium gradeISI Mark G.I.pipes. 1678 4 mm. A.C. sheet on top of weather shed. 1679 35 mmdia. Soil Nail for Slopestabilization,wideningofexistingstructures. 1680 34 mm. thick moulded door shutter. 1681 32mm diameter. wheeled stop Tap of Brass 1682 32mm diameter. CPVC pipe in trenches. 1683 32 mm. dia. CPVC pipe on wall. 1684 32 mm.dia. medium gradeG.I. Pipes with filling trenches. 1685 32 mm.dia. Heavy GradeG.I.Pipes with filling trenches. 1686 32 mmdia. Soil Nail for Slopestabilization,wideningofexistingstructures. 1687 30 mm thick SOLID PANEL PVC INTERNAL DOOR SHUTTER 1688 30 MM thick P.V.C. Door Shutter. 1689 30 mm thickPVC FLUSH L DOOR SHUTTER 1690 28 mmdia. Soil Nail for Slopestabilization,wideningofexistingstructures. 1691 25mm diameter. screw down bib / stop Tap of Brass. 1692 25mm diameter. CPVC pipe in trenches. 1693 250 mmdia. PVC. Inspection chamber. 1694 25 mm. dia. CPVC pipe on wall. 1695 25 mm.dia. medium gradeG.I. Pipes with filling trenches. 1696 25 mm.dia. Heavy GradeG.I.Pipes with filling trenches. 1697 25 mm bituminous pad for Expansion Joint in retaining/compound wall. 1698 25 mmdiameter Water Meter. 1699 25 mmdia. Soil Nail for Slopestabilization,wideningofexistingstructures. 1700 25 mmdia. Concussionpush button typeSelf-closing tap 1701 22 gauge G.I. sheet on top of weather shed. 1702 22 gauge F.R.P. sheet on top of weather shed. 1703 20mm diameter. screw down bib / stop Tap of Brass. 1704 20mm diameter. CPVC pipe in trenches. 1705 20 mm.Dia. heavy gradeISI Mark G.I.pipes. 1706 20 mm. dia. CPVC pipe on wall. 1707 20 mm.dia. medium gradeG.I. Pipes with filling trenches. 1708 20 mm.dia. Heavy GradeG.I.Pipes with filling trenches. 1709 20 mm Rock/ Stone Finished outdoor vitrified flooring Tiles. 1710 20 mmdiameter Water Meter. 1711 20 mmdia. symet type push cock. 1712 20 mmdia. Soil Nail for Slopestabilization,wideningofexistingstructures. 1713 1st class white glazedOrisa Type W.C. Pan 580mm diameter. 1714 16 mm Rock/ Stone Finished outdoor vitrified flooring Tiles. 1715 15mm diameter. CPVC pipe in trenches. 1716 150mmdiameter salt glazed stoneware pipe . 1717 15 mm. diameterBall cockwith PVC float . 1718 15 mm. dia. CPVC pipe on wall. 1719 15 mm.dia. medium gradeG.I. Pipes with filling trenches. 1720 15 mm.dia. Heavy GradeG.I.Pipes with filling trenches. 1721 15 mm thick densified edge calcium silicate fall ceiling (like aeroltie). 1722 15 mm dia. PVC Aqua kraft type wall sink type tap. 1723 15 mm dia. PVC Aqua kraft type Super Two Waybib tap. 1724 15 mm dia. PVC Aqua kraft type super right anglestop tap. 1725 15 mm dia. PVC Aqua kraft type super Pillar tap. 1726 15 mm dia. PVC Aqua kraft type super jet spray. 1727 15 mm dia. PVC Aqua kraft type Superbib tap. 1728 15 mm dia. PVC Aqua kraft type push button type tap. 1729 15 mmdia. symet type push cock. 1730 15 mmdia. Concussionpush button typeSelf-closing tap 1731 15 cm x 10 cm salt glazed stoneware gully trap. 1732 1200 mm.Triangular Boards of4 mm (ACM) ofClass C. 1733 1200 mm.Triangular Boards of4 mm (ACM) ofClass B. 1734 1200 mm Triangular Board of 2 mmaluminium sheet of Class C. 1735 1200 mm Triangular Board of 2 mmaluminium sheet of Class B. 1736 12 SS Handle: (For 2 Hr fire Rated) 1737 12 Seater Reading Table for Library @ 3600Lx1200Dx750HT. 1738 12 mm Rock/ Stone Finished outdoor vitrified flooring Tiles. 1739 100 mm.Dia. heavy gradeISI Mark G.I.pipes. 1740 100 mm.dia. medium gradeG.I. Pipes with filling trenches. 1741 100 mm.dia. Heavy GradeG.I.Pipes with filling trenches. 1742 100 mmdiameter Water Meter. 1743 100 mmdiametermedium gradeISI Mark G.I.pipes. 1744 100 mmdiameterhalf round white glazed earthenware pipes. 1745 100 mmdiameterchromium plated brass showers rose to 15mm diameter.pipe. 1746 100 mmdiameter P.V.C. soil vent/ waste pipe . 1747 100 mmdia. Half Round salt glazed stoneware pipes. 1748 1:4:8 for haunch fillingWith Natural/ VSI Sand. 1749 FourlockBrick Masonry 150 mm thick for compound wall, partition wall. 1750 FourlockBrick Masonry 150 mm thickin plinth & superstructure. 1751 FourlockBrick Masonry 100 mm thick for compound wall, partition wall. 1752 FourlockBrick Masonry 100 mm thickin plinth & superstructure. 1753 100 mmdiameter salt glazed stoneware pipe . 1754 225 mm dia. half round salt glazed stoneware pipe. 1755 white glazed earthenware lipped flat back/corner type Urinal . 1756 Water proof treatment in C. M. 1:3 using water proof compound. 1757 Two coats (2 mm.)of wall care Putty of for plastered walls/ ceilingsurface. 1758 T. W. bedding of size 40 mm x 20 mm. 1759 Stainless steel railingwith supports spacingof1.50 m and 8 mm thick toughened glass. 1760 Solid Core Flush Door Shutter in Double Leaf 32mm thick. 1761 Solid Concrete Bock Masonry in C.M.1:6 1762 Single Faced Mobile Unit for Compactor 2150mmH x 1830mmW x 457mmD. 1763 Repair the concrete at cracks and joints with epoxyorpolymermodifiedmortar. 1764 PVCcoloured Ridge tiles over UPVCroofing. 1765 Providing and applyingone coat substitutedsubstituted long chain nylon reticulant based coating/primer LCNR. 1766 Providing and applyingone coat substituted long chain nylon reticulant based coating/ primerfollowed by two coats of protectiveacyclicpolyisocyanatereticulant(APR)based,UVresistant coating. 1767 Provide anti-rooting treatment with special thicxotropic chemicals along with long chain nylon reticulent (LCNR) Epoxy Resin Mortar. 1768 Powder Coated Aluminium openable window. 1769 Plastirib T or equivalentraised profile edge line marking (audible vibratory) with special hot applied thermoplastic road marking. 1770 Plaster with plaster of paris to previously plasteredsurface. 1771 Partitions with 12 mm. thick pressed teakwood particle board. 1772 Partitions with 12 mm. thick pressed teakwood board and veneer. 1773 Partition made from 12mm thick Gypsum from both sides on 50 x 50 mm Sal-wood frame. 1774 Oval Type Under Counter Wash Hand Basin of 16 x 22 size. 1775 NP-4 Pipe900 mm dia. 1776 NP-4 Pipe1200 mm dia. 1777 NP-4 Pipe1000 mm dia. 1778 NP-3 Pipe900 mm dia. 1779 NP-3 Pipe800 mm dia. 1780 NP-3 Pipe600 mm dia. 1781 NP-3 Pipe1200 mm dia. 1782 NP-3 Pipe1000 mm dia. 1783 NP-2 Pipe900 mm dia. 1784 NP-2 Pipe800 mm dia. 1785 NP-2 Pipe600 mm dia. 1786 NP-2 Pipe450 mm dia. 1787 NP-2 Pipe1200 mm dia. 1788 NP-2 Pipe1000 mm dia. 1789 Non SCADA M-20 for R.C.C. Footings with Crushed Sand V.S.I. Grade 1790 Non SCADA M15 Bed Blockin foundation With with V.S.I. Sand. 1791 Non SCADA M-10 cement concrete in foundation With Natural/ ArtificalSand. 1792 Mirror Polishing to Kota stone Skirting. 1793 Mild steel fixed staggered (Z Type) Ventilator,with stainless steel mosquito net. 1794 Marble Year Plate.90 cm. x 60 cm. 1795 Manglore tiled roofing with class AA tiles and T.W.battens. 1796 Manglore tiled roofing with class AA tiles and country T.W.battens. 1797 Manglore tile ridge and hip tiles of class AA. 1798 M-50 screed concrete overArch Strip. 1799 M-35 for R.C.C. well curbs with VSI Sand. 1800 M-30 Tremix Treatment200 mm thick. 1801 M-30 R.C.C. cast in situ 800mmdiameter bored piles. 1802 M-30 R.C.C. cast in situ 750 mmdiameter bored piles. 1803 M-30 R.C.C. cast in situ 650 mmdiameter bored piles. 1804 M-30 R.C.C. cast in situ 625 mmdiameter bored piles. 1805 M-30 R.C.C. cast in situ 600mmdiameter bored piles. 1806 M-30 R.C.C. cast in situ 550 mmdiameter bored piles. 1807 M-30 R.C.C. cast in situ 525mmdiameter bored piles. 1808 M-30 R.C.C. cast in situ 500 mmdiameter bored piles. 1809 M-30 R.C.C. cast in situ 475 mmdiameter bored piles. 1810 M-30 R.C.C. cast in situ 450 mmdiameter bored piles. 1811 M-30 for R.C.C. well curbs with VSI Sand. 1812 M-25 for R.C.C. well curbs with VSI Sand. 1813 M-20 Tremix Treatment100 mm thick. 1814 M-20 Mountabletype Kerb with gutter. 1815 M-20for Steps with SCADA with Crushed Sand V.S.I. Grade 1816 M-20 for R.C.C. well curbs with VSI Sand. 1817 M-15 RCC Pedestal of size 0.75 x 0.75 x 0.20 mfor KM. Stone. 1818 M-15 for coping to plinth or parapet 1819 Kitchen Ottawith One Side Polished Kadappa. 1820 Jute Kanthan (Tarat) screen to the scaffolding for external guniting. 1821 Hume pipe Septic Tank 900 mm dia. 1822 Hollow Concrete Bock Masonry200 mm thick in C.M.1:6 1823 Hollow Concrete Bock Masonry100 mm thick in C.M.1:6 1824 H.D.P. Container of Capacity200 to 1000 litre. 1825 H.D.P. Container of Capacity1000 to 20000 litre. 1826 Guard Railing Type Drg. 6of 1 M height in 25 mm M.S. square bars. 1827 Green Marblefor Door/window Boxing. 1828 Granite year plate 90 cm. x 60 cm. 1829 Geotextile Type-III on the prepared subgrade. 1830 GeotextileType-II on the prepared subgrade. 1831 GeotextileType-I on the prepared subgrade. 1832 Fly proof mesh shutter to ventilator/window using CCTW. 1833 Factory made uPVC Twin Sash Casement Window frame of size 122 x 62 mm 1834 Extruded Biaxial Geogrid TFI TechGrid GeoGrid PP3030. 1835 Extruded Biaxial Geogrid TFI TechGrid GeoGrid PP2020. 1836 European type wall hung white water closetwith push valve. 1837 Dry rubble stone pitching. 1838 Double Faced Mobile Unit for Compactor 2150mmH x 2745mmW x 900mmD. 1839 Double Faced Mobile Unit for Compactor 2150mmH x 1830mmW x 900mmD. 1840 Cautionary Triangular sign board of size 60 cm. of 16 gauge M.S. sheet. 1841 cast in stu M 30 grade 200 mm thick curved section for Span6.50 to 10.00 mfor Bridge cum Bandhara. 1842 cast in stu M 30 grade 150 mm thick curved section for Span upto 6.50 mfor Bridge cum Bandhara 1843 C.C.T.W.windows with double leaf 25 mm thick panelled shutter. 1844 C.C.T.W.single leaf door shutterwith welded mesh. 1845 C.C.T.W.panelled shutters 35 mm style &19 mm panels. 1846 C.C.T.W. windows with double leaf 25 mm thick planked shutter without ventilators. 1847 C.C.T.W. window with double leaf half glazed and half panelled shutter. 1848 C.C.T.W. Single leaf pannelledshutter 35 mm thickwithout fanlight. 1849 C.C.T.W. Single leaf pannelledshutter 25 mm thickwithout fanlight. 1850 C.C.T.W. panelled shutters without ventilator 35 mm style &25 mm panels. 1851 C.C.T.W. fully pannelled door shutters. 1852 C.C.T.W. Fully Glazed openable Fanlight. 1853 C.C.T.W. Door frame. 1854 C.C.T.W. cover moulding 45 x 20 mm. over doors and windows. 1855 Belgium Mirror withtowel rod. 1856 Barbed wire Fencing 1.5 m high in 7 Rows on Precast Poles. 1857 Barbed wire Fencing 1.5 m high in 7 Rows on M.S. Angle. 1858 Barbed wire Fencing 1.5 m high in 7 Rows on M.S. Angle. 1859 Barbed wire Fencing 1.2 m high in 5 Rows on M.S. Angle. 1860 Auto-glow Aluminium extruded strips on auditorium steps. 1861 Autoclosing pillar cock Jaguar make 1862 Asbestos Cement ridge capping. 1863 Antiskid Ceramic tilesof size 30 cm x 30 cm for antiskid flooring. 1864 Aluminium partly Fixed Window Without Powder Coating. 1865 Aluminium partly Fixed Window With Powder Coating. 1866 Acoustical Panelling made from Gypsum plain 12mm panels. 1867 80 mm.Dia. heavy gradeISI Mark G.I.pipes. 1868 32 mm.Dia. heavy gradeISI Mark G.I.pipes. 1869 32 mmdiametermedium gradeISI Mark G.I.pipes. 1870 25mm diameter. wheeled stop Tap of Brass 1871 25 mm.Dia. heavy gradeISI Mark G.I.pipes. 1872 25 mmdiametermedium gradeISI Mark G.I.pipes. 1873 20mm diameter. wheeled stop Tap of Brass 1874 20 mmdiametermedium gradeISI Mark G.I.pipes. 1875 15mm diameter. wheeled stop Tap of Brass 1876 15mm diameter. screw down bib / stop Tap of Brass. 1877 15 mm.Dia. heavy gradeISI Mark G.I.pipes. 1878 15 mmdiameter Water Meter. 1879 15 mmdiametermediumgradeISI Mark G.I.pipes. 1880 10 cm PVC Nahani Trap. 1881 Orisa Type coloured W.C. Pan 625x450 mm. 1882 Lead Lined Door system with 120x60 mm Hardwood Door Frame. 1883 Lead Lined Door system for Doorshutters. 1884 Cast iron pipes of `B class of 80mmdiameter . 1885 Cast iron pipes of `B class of 150 mmdiameter . 1886 Cast iron pipes of `B class of 100 mmdiameter . 1887 Asbestos Cement Semi Corrugated (Big size) sheet roofing. 1888 Aggregate plaster in granite/ marble stones. 1889 45 cm. wide steel ladder . 1890 32 mm thick one piece single moulded puff ABSTRONE BUTADYNE STYRINE (ABS) Door shutter for internal use . 1891 110 mmdiameter PVC Rain Water pipe. 1892 Providing Flex ( Only) Without Batten Patti 1893 Providing Flex (Only)WithBatten Patti 1894 Fixing Flex 1895 Watchman 1896 Junior Engineer 1897 Computer Typist 1898 Senior Engineer 1899 Computer Operator 1900 Supervisor
Contract Date: Oct 07, 2025 Contract Value : ₹ 50.01 Lakh
Local Bodies No of Bidders 3
Maharashtra View Result →
38.
Agriculture #7654277 AOC
Development Of Allied Facilities At Mirkarwada Fishing Harbour, Tal.Dist. Ratnagiri=2 Excavation for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete.Upto 1.50m lift 3 Excavation for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. 1.50m to 3.00m lift, Add 10% 4 Excavation for foundation in hard murum and boulders including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete.Upto 1.50m lift 5 Excavation for foundation in hard murum and boulders including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete.Upto 1.50m lift 1.50m to 3.00m lift, Add 10% 6 Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment o 7 Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required 8 Filling in plinth and floors with contractors material/brought from outside and approved by Engineer incharge in layers of 15 cm to 20 cm including watering and compaction etc. complete. 9 Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete. 10 Providing and filling in the foundation with sand of approved quality including watering, compacting etc. complete. (To be executed with prior approval of Superintending Engineer) 11 Providing rubble filling of trap/ granite/ quartzite gneiss stones for foundations including filling voids with sand/grit and compaction etc complete. 12 Providing soling using 80 mm size trap metal in 15 cm. layer including filling voids with Crushed sand/grit, ramming, watering etc. complete. 13 Filling in plinth and floors with approved excavated material in 15cm. to 20cm. layers including watering and compacting etc. complete. 14 Providing earth work in embankment with approved materials obtained from other sources upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering a 15 Construction of G.S.B. by providing close graded material, mixing in mechanical mix plant at OMC, carraige of mixed material to work site, spreading in uniform layers with motor grader on prepared surface & compacting with vibratory roller to achieve desi 16 Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete. 17 Providing selected hard murum filling including laying in layers of 15 to 20cmwith watering and compacting etc. complete 18 Providing and laying cast in situ / Ready Mix Cement Concrete M-30 for bored piles each of load capacity and as per design and of 600 mm diameter or as directed placed through steel shells sunk to the required depth through all strata except rock excludin 19 Providing and laying in situ cement concrete in proportion M-20 of trap metal for foundation & bedding, including , bailing out water manually plywood/ steel formwork, compacting and curingcomplete in tidal condition 20 Item No-6:- Providing and laying Cast in situ/Ready Mix cement concrete in M20 of trap/ granite/quartzite/gneiss metal for bed blocks, foundation blocks and such other items including bailing out water, Steel centering, formwork, laying/ pumping, compacti 21 Chiseling through pile shells in hard strata like boulders, soft and hard rocks Beyond 550 mm and upto and inclusive of 750 mm dia. including removing and stacking the loose materials etc. complete and disposing of the unserviceable materials outside comp 22 Providing and laying Cast in situ/Ready Mix cement concrete M-30 of trap / granite /quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. including bailing ou 23 Providing and laying Cast in situ/Ready Mix cement concrete M-30 of trap / granite /quartzite/ gneiss metal for R.C.C. columns as per detailed designs and drawings or as directed including steel centering, formwork, cover blocks compacting and roughening 24 Providing and laying Cast in situ/Ready Mix cement concrete in M-30 of trap/ granite/ quartzite/ gneiss metal for R.C.C. beams and lintels as per detailed designs and drawings or as directed including steel centering, formwork, cover blocks, laying/pumpin 25 Providing and laying Cast in situ/Ready Mix cement concrete M-30 of trap/ granite / quartzite/ gneiss metal for R.C.C. slabs and landings as per detailed designs and drawings including steel centering, formwork, cover blocks, compaction, finishing the for 26 Providing and laying Cast in situ/Ready Mix cement concrete in M-30 of trap /quartzite/granite /gneiss metal for R.C.C. Waist slab, and steps of staircases as per detailed design and drawings or as directed including steel centering, plywood/ steel formwo 27 Providing and laying Cast in situ/Ready Mixcement concrete M-30 of trap/ granite/ quartzite/ gneiss metal for R.C.C. chajja as per detailed design and drawings including steel centering, formwork, cover blocks, laying/pumping, compacting and roughening th 28 Providing and laying Cast in situ/Ready Mix cement concrete M-30 of trap metal for R.C.C. pile caps as per detailed designs and drawings, including bailing out water manually, centering, formwork, laying/ pumping, compacting, finishing and curing etc. wit 29 Providing and laying Cast in situ/Ready Mix cement concrete M-25 of trap / granite/quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. columns as per detail 30 Providing and fixing in position HCRM / CRS (Corrosion Resistant Steel) bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches e 31 Providing and laying damp proof course 50 mm thick in M20 cement concrete layer and bitumen / using cement with waterproofing compound curing, formwork etc. complete. 32 Providing laterite stone masonery in cement mortar 1:6 in foundation and plinth including racking out joints when plastering is to be done/striking joints when no plastering is to be done watering and scaffolding complete. 33 Providing laterite stone masonery in cement mortar 1:6 in superstructure including racking out joints when plastering is to be done/striking joints when no plastering is to be done watering and scaffolding complete. 34 Providing internal cement plaster 6 mm thick in a single coat in cement mortar 1:3 without neeru finish to concrete surface in all positions including scaffolding and curing etc. complete. 35 Providing internal cement plaster 12 mm thick in two coats in cement mortar 1:4 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curing etc.complete. 36 Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1 kg per cement bag curing the same for not less than 2 days an 37 Providing and laying in position flooring of telephone black / Amba White / Cat bary brown / Ruby red / Ocean Brown granite stone of approved shade and size 18 mm to 20 mm thick on bed 1:6 cement mortar including cement floats striking joints, pointing in 38 Providing and laying ceramic tiles of having size 30 cm x 30 cm confirming to I.S.15622/2006 (group D II-A) and 7 to 8 mm thick for flooring in required position laid on a bed of 1:4 cement mortar including cement float, filling joint with white/colour ce 39 Providing and laying ceramic tiles of having size 30 cm. x 30 cm. and confirming to corresponding I.S. for dado and skirting in required position with readymade adhesive mortar of approved quality on plaster of 1:2 cement mortar including joint filling wi 40 Providing and laying Rough Shahabad Stone Flooring 25mm to 30mm thick and of required width in plain/ diamond pattern on a bed of 1:6 C.M. including cement float, striking joints, pointing in cement mortar 1:3 curing and cleaning etc. complete. 41 Providing and fixing machine cut machine polished 18 mm to 20 mm thick telephone black / Amba White / Cat bary brown / RBI red / Ocean Brown granite stone for treads and risers of steps and staircases of approved colour and shade with full moulding and th 42 Providing sills of required material 20mm to 25mm thick, on a bed of cement mortar 1:4 including cement float, filling joints with neat cement slurry, curing, polishing, rounding edges, cleaning complete. b) Granite 43 Providing 25 mm to 30 mm thick partition of polished black kadappa stone slab of approved quality including giving required size and shape etc. Fixing in cement mortar 1:3 curing and cement etc. complete. a) Both side polish 44 Providing and fixing Mangalore tiled roofing with class AA tiles including securing the last course of tiles near the eaves with steel flat 40 mm x 3 mm and 1.22 mm wire fixing country teak wood sloping battens of 25 x 12 mm teak wood horizontal battens 45 Providing and fixing Mangalore tile ridge and hip tiles of class AA including scaffolding if necessary, pointing with coloured cement mortar and curing etc. complete. 46 Providing and applying priming coat on concrete/ masonary/ Asbestos Cement plastered surfaces including scaffolding if necessary, preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign matter and sand papering as required etc. co 47 Providing and applying two coats of water proof cement paint of approved manufacture and of approved colour to the plastered surfaces including scaffolding if necessary, cleaning and preparing the surface, watering for two days etc. complete. 48 Providing and applying plastic emulsion paint of approved quality, colour and shade to new surface in three coats including scaffolding, preparing the surface. (excluding primer coat) etc. complete. 49 Providing and applying Two coats of wall care Putty on plastered surface and Ceiling and Walls to prepare surface even and smooth of approved make, etc complete. 50 Providing and applying one coat of seal cement primer of approved manufacture and shed including scaffolding preparing the surface by cleaning dirt and other foreign matters, scrapping if necessary including scaffolding etc. complete. 51 Providing and applying colour-wash of approved colour and shade in two coats to new surface including scaffolding, brushing and brooming down (excluding base coat of white-wash) etc. complete. 52 Providing and applying two coats of exterior weather shield paint of approved manufacture and of approved colour to the plastered surfaces including cleaning ,preparing the plaster surface ,applying primer coat ,scaffolding if necessary, and watering the 53 Providing and applying plastic emulsion paint of approved quality, colour and shade to old and new surfaces in two coats including scaffolding, preparing the surface. (excluding the primer coat)etc. complete. 54 Providing and fixing mild steel grill work for windows, ventilators, etc. 15 kg/sqm as per drawing including fixtures necessary welding and painting with one coat of anticorrosive paint and two coats of oil painting complete. 55 Providing and applying two coats of synthetic enamel paint of approved colour to new /old structural steel work and wood work in buildings, including scaffolding if necessary, cleaning and preparing the surface (excluding primer coat) etc. complete. 56 Providing and fixing collapsible steel gate in one / two leaves with hot rolled vertical channels of 18 x 9 x 3 mm minimum size, crossings of M.S. flats of size 18 x 5 mm T or E section for runner of minimum 40 x 6 mm size for flange, M.S. flat for top ru 57 Providing, laying and fixing P.V.C. pipe of 15mm dia. with fittings such as bends, tees, reducers, clamps, etc. including necessary excavation, trench filling etc. complete. Including removing existing pipe line if necessary and conveying and stacking the 58 Providing, laying and fixing P.V.C. pipe of 25mm dia. with fittings such as bends, tees, reducers, clamps, etc. including necessary excavation, trench filling etc. complete. Including removing existing pipe line if necessary and conveying and stacking the 59 Providing, laying and fixing P.V.C. pipe of 40mm dia. with fittings such as bends, tees, reducers, clamps, etc. including necessary excavation, trench filling etc. complete. Including removing existing pipe line if necessary and conveying and stacking the 60 Item No 45 :- Providing and fixing H.D.P container Syntex or alike one piece moulded water tank made out of low density polythyler and built corrugation including of delivery up to destination hoisting and fixing of accessories such as inlet, outlet overf 61 Supplying and Fixing Pressure wash unit 62 Providing and fixing screw down 15 mm dia. wheeled stop tap of brass including necessary sockets/union nut complete 63 Providing and fixing screw down for 25 mm dia. wheeled stop tap of brass including necessary sockets/union nut complete. 64 Providing and fixing 15 mm dia. screw down bib/ stop tap of brass including necessary socket union nut complete. 65 Providing and fixing 20 mm dia. screw down bib/ stop tap of brass including necessary socket union nut complete. 66 Providing and fixing on walls/ ceiling/ floor 15 mm dia. uPVC pipe with necessary fittings, remaking good the demolished portion etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as dire 67 Providing and fixing on walls/ ceiling/ floor 20 mm dia. uPVC pipe with necessary fittings, remaking good the demolished portion etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as dire 68 Providing and fixing on walls/ ceiling/ floor 25 mm dia. uPVC pipe with necessary fittings, remaking good the demolished portion etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as dire 69 Providing and fixing on walls/ ceiling/ floor 32 mm dia. uPVC pipe with necessary fittings, remaking good the demolished portion etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as dire 70 Providing and fixing ISI 1729/2002 grade 75 mm dia Cast Iron Waste Water Pipe with lugs necessary fittings such as bends, tees, single junction, double junction, slotted vent, offsets on wall or into the ground including filling joints with cement mortar 71 Providing and fixing ISI 1729/2002 grade 100 mm dia Cast Iron Waste Water Pipe with lugs necessary fittings such as bends, tees, single junction, double junction, slotted vent, offsets on wall or into the ground including filling joints with cement mortar 72 Providing and laying for 225mm dia. salt glazed S.W. Pipe including fitting such as bends, tees, single junction, double junctions laying, jointing (including excavation and refilling the trenches) complete 73 Providing and fixing 15cm x 10cm salt glazed stoneware gully trap in cement concrete 1:4:8 outside the building including cast iron grating in the sink, connecting glazed stoneware pipe, brick masonry chamber with cast iron lid and cast iron grating for t 74 Providing and fixing hume pipe septic tank 900mm diameter with vent pipe and cap including necessary (including excavation and laying) 75 Providing and constructing Brick Masonry Inspection Chamber 60cm x 45cm x 90cm including 1:4:8 cement concrete foundation 1:2:4 cement concrete channels half round G.S.W. pipes, Brick Masonry, plastering from inside and airtight C. I. cover of 75 kg with 76 Providing soak pit of size 120cm x 120cm x 120cm including excavating and filling with brick bats. 77 Providing and fixing 10cm C.I. Nahani Trap including C.I. grating bend and piece of C.I. pipe upto the outside face of the wall complete. 78 Providing and fixing coloured glazed earthenware full stall type Urinal with P.V.C. flushing cistern of 5 liters capacity with fitting, inlet pipes and stop tap brackets for fixing the cistern 32mm dia. P.V.C. flush pipe with fittings and flushing arrange 79 Providing and fixing white glazed earthenware Wash Hand Basin of 55cm. x 40 cm. size including cold water pillar tap/cold and hot water pillar tap brackets, rubber plugs and brass chain, stop tap and necessary pipe connections including P.V.C. waste pipe 80 Providing and fixing European type white glazed earthenware water closet pan with UPVC seat and lid with chromium plated brass hinges and rubber buffers including UPVC and vent pipe up to the outside face of wall 10 litre enameled low level flushing ciste 81 Providing and fixing Orissa type white glazed earthenware water closet pan of size 260mm x 440mm x 580mm with approved make Slim wall hung cistern with installation kit including S or P trap with cast iron soil and vent pipe upto outside face of the wall 82 Providing and fixing 450mm x 550mm size superior type Belgium mirror with 16mm dia. Nickel plated towel rod etc. complete. 83 Providing and laying 125 micron low density polyethylene sheet confirming to Indian Standard : 3395 - 1997 below concrete pavement including all materials and labour complete. 84 Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, , cement content not 85 Providing and laying in-situ M30 Grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate( natural sand/ VSI grade finely washed crushed sand) conforming to IS 383, using fine and coarse a 86 Providing and laying in-situ M40 Grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate ( natural sand/VSI grade finely washed crushed sand) conforming to IS 383, using fine and coarseag 87 Cutting transverse contraction joints 3 to 4 mm wide and depth 60mm. .in concrete slab using concrete cutting machine with diamond studded saw within 48 hours of casting of bay / slab etc. complete including subsequent widening of the groove 8 to 10 mm. w 88 Providing and fixing in position TMT FE 460, tie bars precoated with anticorrosive epoxy paint of 12 mm dia. 70 cms.long and at 30.00 cm. C/C and wherever directed including handling, straightening wrapping with paper of approved quality for half length, 89 Providing and fixing in position TMT FE 460, 32 mm dia dowel bars precoated with anticorrosive epoxy paint of required Dia. 60 cms. Long and at 30.00 cm. C/C and wherever directed including handling, straightening, necessary cutting supported by TMT FE 46 90 Providing & fixing high density polythene pipe of approved quality to fit around the dowel bars of 32mm dia at the end of expansion joints,fully greased inside, cotton waste the pipe around the dowel bars & the pipe duly capped at the end as directed.(H.D 91 Providing & Fixing 0.60m X 0.50m clear internal size of DI hinged type grating and frame (weighing minmum 80 kg) with grade designation of C250 with black bitumen coating to DI gratings & frame confirming to EN124 incuding testing ,inspection of material 92 Providing and erecting Y type barbed wire fencing with seven rows of wire with 2.45 mm dia G.I. pipe ( Rezan/ concentiDeleted ire 0.75 mm dia ) with hot dip and G.I. coated hooks as per drawing supported on M.S. angle 50 x 50 x 6 mm at 2.5 mtr. c/c includ 93 Providing, detailing, and fabricating as per specifications, transporting to site and erecting MS Openable / Sliding / Ornamental Entrance Gates including track and wheel, locking arrangement, fixing bolts, nuts, washers, cleats, stiffeners, gussets deco 94 Providing and laying in position flooring of telephone black / Amba White / Cat bary brown / Ruby red / Ocean Brown granite stone of approved shade and size 18 mm to 20 mm thick on bed 1:6 cement mortar including cement floats striking joints, pointing in 95 Providing and fabricating structural steel work in rolled sections like joists, channels, angles, tees etc. as per detailed design and drawings or as directed including cutting, fabricating, hoisting, erecting, fixing in position making riveted / bolted / 96 Providing, constructing coffer dam in river basin / dam storages as per type design including excavation, filling the middle portion with B.C. soil (in gunny bags if required). Providing impervious / semipervious materials on both sides of B.C. soil (in g 97 Providing and fixing frame with / without ventilator of size as specified with Country cut teak wood for doors and windows including chamfering, rounding, rebating, iron holdfast of size 300mm x 40mm x 5mm with oil painting, etc. complete 98 Providing and fixing Country cut teak wood double or single leaf second class fully panelled door shutter with 35mm thick style and rail with 25 mm thick panels with openable fan light as per detailed drawings. Excluding the door frame 60mm x 100mm stainl 99 Providingand fixing fiber glass reinforced polyster door shutter 30 mm thickas perIS 14856 (2000) (Reaffirmed 2006)without ventilatorincludingchromium plated fixtures and fastening with chromium plated handles on both sides, etc 100 Providing and fixing in position (as per 1868 / 1982) Alluminium sliding window of three tracks with rectangular pipe 95 x 38.10 x 0.90 mm at weight 0.637 Kilogram/One Running Metre. with window frame bottom track section 92 x 31.75 x 1.30 mm at weight 1. 101 Providing and fixing in position powder coated aluminium louvered windows / ventilator of various sizes with powder coating as per detailed drawing and specifications including aluminium frames 80 x 38 mm x 1.22 mm box type, 5 mm thick sheet glass louvers 102 Providing cement based water proofing treatment to terraces (Indian water proofing or alike) with brick bats laid in required slope to drain the water for any span after cleaning the base surface. Applying a coat of cement slurry admixed with approved wat 103 Providing and fixing in position after hoisting, precast 1:2 cement mortar reinforced jali 50 mm thick with 3 mm diameter mild steel bar reinforcement, of approved design on both side, fixing in cement mortar 1:3 and curing etc. complete 104 Designing (aesthetically) and constructing 5,00,000 litres capacity reinforced cement concrete ground service reservoirs/reinforced cement concrete sumps in M-300 mix of required capacity including excavation in all types of strata, foundation concrete, c 105 Rising Main: HDPE Pipes (8.0 kg/sqcm); 160 mm dia.Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 /14151 / 12786 / 13488 with nesessary jointing material like mechanical connector i. e. thread / insert joint / quick 106 Lowering, Laying and Jointing H. D. P. E./M. D. P. E. pipes in proper position including all specials by compression fitting/electrofusion and butt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like E 107 Distribution System: HDPE Pipes (8.0 kg/sqcm); 110 mm dia. Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 /14151 / 12786 / 13488 with nesessary jointing material like mechanical connector i. e. thread / insert joint 108 Lowering, Laying and Jointing H. D. P. E./M. D. P. E. pipes in proper position including all specials by compression fitting/electrofusion and butt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like E 109 Distribution System: HDPE Pipes (8.0 kg/sqcm); 75 mm dia. Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 /14151 / 12786 / 13488 with nesessary jointing material like mechanical connector i. e. thread / insert joint / 110 Lowering, Laying and Jointing H. D. P. E./M. D. P. E. pipes in proper position including all specials by compression fitting/electrofusion and butt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like E 111 Supplying and erecting minimum Three & above star rated submersible pump set of 3.75 KW/5 HP with 415 V, 50 c/s AC supply suitable for 150 mm dia. borewell suitable for 440 to 900 LPM discharge at 37 to 10 m head & discharge & delivery pipe of Size-75 mm 112 Designing (aesthetically) and constructing RCC elevated service reservoirs of capacity 5,00,000 liters with reinforced cement concrete 12metre staging consisting of columns,internal and external bracings spaced vertically not more than 4.5 metres centre 113 Hydraulic testing of H. D. P. E./ M. D. P. E. pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciproc 114 Hydraulic testing of H. D. P. E./ M. D. P. E. pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciproc 115 Hydraulic testing of H. D. P. E./ M. D. P. E. pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciproc 116 Underwater Visual inspection of substructure to identify defects using patented Underwater Remotely Operated Vehicles (ROVs)with High definition Live streaming during inespection, Measuring of dimentions of defects found (width,length, depth) with using s 117 Cleaning of exisiting burnacle growth Surface Preparation :Crack surface shall be cleaned using underwater jet to remove the fungal growth and other foreign materials to enableclean and visible surface. The item includes the cost fo hire charges of all 118 Raising offolding to reach the entire surface area of bridge. upto 10 m height above ground level, made with MS tube, horizontal and vertical tub joint with cup and lock system with MS tubes, challies, MS clamp and maintaing it in a serveciabl econditio 119 Providing and fixing Jute Kantan(Tarat) screen to thes scaffold-ing for external guniting as directed including removing the same after the work is over etc. complete. 120 Surface cleaning : Cu slag blasting for cleaning of RCC and stone masonry surface before repair works to ensure good bond for repair product and coating systems application including cost of material, machinery etc complete 121 Repairing of honey combed or spilling area by chipping out the damaged spalled or honey combed portion of concrete up to rusted rebars, cleaning of all rust, scale and loose materials, scaffolding, compressed air machinery etc. complete. (item includes us 122 Providing &ApplyingDuraClean-WR forcleaningthe TMTbars,steelstructure etc.of structure by Waterjet cleaning/ grinding the surface by grinder machine, wire brush, removing existing corrosion from the metal surface also rem 123 Providing and fixing zinc alloy based galvanic disk type sacrificial anodes (50 mm dia, 18 mm thick) as approved by Engineer in charge to the reinforcement, that should have a 3 years track record of use in PWD projects, 4 year track record in corrosive r 124 Providing, drilling and fixing Nipples/ Nozzles for pressure injection grouting of polymer cement grout / epoxy groutetc. Complete 125 Under water P/Fixing the Nozzle for high pressure under water epoxy grout: Drilling hole of 12/18mm dia to a depth of minimum 100mm across the crack to anangle of 45° @ 500mm C/C, using pneumatic drilling machine without disturbing the epoxy mortar filled 126 Filling voids/honeycomb with high pressure injection grouting of Polymer Cement Grout(10% of Polymer by Weight of Cement) for masonry pier grouting 127 Under water for high pressure under water epoxy grout: Grouting with Water Insensitive Under water Epoxy Grout Base and hardener shall be mixed with using hand held heavy duty electrically operated mixing machine until uniform mix is obtained.The mixed ma 128 Providing fixing of shearlinks of 12mm dia in the periphery of the RCC Structure for 100mm depth @ 200mmc/c both way and grouting with above water epoxy grout includesthe costof hire charges of all machineries, barge, boat, cost of all tools and all l 129 Providing fixing of shearlinks of 12mm dia in the periphery of the RCC Structure for 100mm depth @ 200mmc/c both way and grouting with underwater epoxy grout includesthe costof hire charges of all machineries, barge, boat, cost of all tools and all la 130 Providing and fixing in position Glass rod 12mm diameter as reinfocement for underwater jacketing including cutting, hooking, design, drawings etc complete. (13 mm GFRP rebar of DEXTRA OR Equivalent) Ultimate Tensile Strength : More than 700 Mpa. ultimate 131 Providing filling of Micro-concrete and 10 mm aggreagate ( 1:1) including scarificial leakproof shuttering includes the cost of hire charges of all machineries, barge, boat, cost of all tools and all labour charges etc., complete. 132 PICC Coating for concrete Bridge repair work :-Providing and applying Poly Ironite Ceramic Cementitious (PICC) material of Self curing ,High Abrasion resistant , Non shrink ,High strength,UV resistant, repair mortar coating on bond coat Kelox water missab 133 Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1100 metres, stacking serv 134 Lowering down the debris obtainedfrom breaking and removing the cement plaster / burnt brick masonry of the first floor by any means without causing dust nuisance and damage to structure, stacking the same as and where directed including cleaning the si 135 Providing and laying of reinforced cement concrete in M-30 grade approach slab / Rigid Pavement including formwork complete with fully automatic micro processor based PLC with SCADA enabled with reversible drum type mixer/ concrete batch mix plant (pan mi 136 Providing and fixing in position DD Fender with size of 150 mm x 150 mm x 75 mm x 75 mm (D Hollow) along with Anchor Fastener as per drawings having deflcetion 50% per RMT, Reaction force 115KN per RMT and Energy Absorption 3.2 KN per RMT including manp 137 Providing and fixing in position DD Fender with size of 150 mm x 150 mm x 75 mm x 75 mm (D Hollow) along with Anchor Fastener as per drawings having deflection 50% per RMT, Reaction force 115KN per RMT and Energy Absorption 3.2 KN per RMT including manpower. Fender should be Approved by Engineer -In- Charge and work should be carried out as per directions by Engineer -In- Charge. 138 Part B- Test and Royalty 139 Concrete Mix Design (With all Tests on basic materials) 140 Compressive Strength OF C.C. Cube (Set of 3 cubes). 141 M30 142 M40 143 BASIC TEST OF AGGREGATE. 144 Water Absorption, Specific Gravity,lmpact Value, Crushing Value. 145 STONE/ RUBBLE Crushing Value/Compressive Strength, water Absorption & Specific Gravity, 146 STEEL BAR TESTING 147 Upto 16 mm (Set of 3 Bars) 148 Above 16 mm (Set of 3 Bars) (Tensile strength, %, Elongation, Yield Stress,weight-Per Meter, Bend / Rebend Test, Proof Stress. 149 Royalty charges 150 Rubble
Contract Date: Jul 28, 2025 Contract Value : ₹ 22.04 Crore
Government Departments No of Bidders 3
Maharashtra View Result →
39.
Public Administrative Department #7626635 AOC
Tender For Construction Work Of Computer Lab In Kagbaw In Vikas Khand- Sandi; 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, 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 as per SI.No. 2.8.1 2 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. (Under Floor) as per SI.No. 2.25 (a) 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-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) As per SI no. 4.1.8 4 Brick work with common burnt clay (non modular) bricks of class -150in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) as per SI No- 6.1.1 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 in :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) as SI No-5.1.2 6 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)Above Plinth Lvl as SI No-5.2.2 7 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) Upto Plinth Lvl as SI No-5.1.2 8 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). Above Plinth Lvl as SI No-5.3 9 Steel reinforcement for R.C.C. work ready to use cut and bend rebars of approved make from factory/workshop to construction site including placing in position and binding all complete in Thermo-Mechanically Treated bars of grade Fe-500D or more. As per SI. No.- 5.22 B.1 10 Brick work with common burnt clay bricks of M-150 Class in super structure above plinth level upto floor V level in all shapes and sizes in cement mortar 1:4 ( 1 cement : 4 coarse sand ) as per SI no 6.4.1 11 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. (11a)Using M.S. angels 40x40x6 mm for diagonal braces 12 Using flats 30x6mm for diagonal braces and central cross piece 13 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 : 6 coarse sand (zone-lll) derived from natural sources : 12 graded brick ballast 40 mm nominal size derived from natural sources) As per SI no. 4.1.10 14 12 mm thick cement plaster on roof of mix 1:3 ( 1 cement & 3 fine sand ) as per IS 13.7.1 15 12 mm thick cement plaster of mix 1:4 ( 1 cement & 4 course sand )as per IS 13.4.1 16 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 as per SI no 11.41.2 17 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to 1.8. 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 as per SI no 11.46.2 18 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 as per SI no 11.48.2 19 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 as per Sl no. -13.62.1 20 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 as per Sl no. -13.41.1 Two Coats 21 Finishing walls with Acrylic Smooth exterior paint of required shade: New work (Two or more coats applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) as per Sl no. -13.46.1 Two Coats 22 Providing and applying white cement based putty of average thickness 1 mm of approved brand and manufacturer,over the plasterd wall surface even and smooth surface as per Sl no. -13.80 23 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. As per SI- 12.41.2 24 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%, umidity resistance of 99%, NRC0.50 to 0.75 as per IS 8225:1987, Non combustible as per BS 476 (part 4)-1970 and light reflectance of 85% (minimum) to be laid in true horizontal level suspended on inter-locking metalThe work shall be carried out as per specifications, drawing and as per directions of the Engineer-in-Charge.With semi perforated 12 mm thick micro tegular edged GRGfalse ceiling tiles.DSR 26.26.1 25 Centering and shuttering including stutting, propping etc. and removal of form.Beam /Band as per SI- 5.9.5 26 Centering and shuttering including stutting, propping etc. and removal of form.Column as per SI- 5.9.6 27 Centering and shuttering including stutting, propping etc. and removal of form.Foundation as per SI- 5.9.1 28 Centering and shuttering including stutting, propping etc. and removal of form.Slab as per SI- 5.9.3 29 Supply & fixing of 25 mm dia PVC Conduit DSR 1225 30 Supply & fixing of 200 x 250mm 100 Deep Metal Box DSR 1319 31 Supply & fixing of informatery sign board 32 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. 33 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 34 Add for Invertor wiring in wiring point for Light/Fan/Plug with 1.5 mm Cu Wire. 35 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. 36 SupplyingandfixingsuitablesizeGIboxwithmodularplateandcoverinfronton surfaceorinrecess,includingprovidingandfixing6pin5/6&15/16Amodular socket outlet and 15/16 A modular switch, connections etc. as required. 37 Supply and fixing ofLED Tube Light batten fittingsuitable for up to 1 X 22 watt LED tube light on surface complete in all respect. - CAT-AAA 38 Supply and fixing of 12 Watt to 15 Watt indoorRecess 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 39 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 deliveryminimum 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 ACSupply, earthing etc. complete as required. 40 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. 41 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
Contract Date: Jul 21, 2025 Contract Value : ₹ 11.84 Lakh
Government Departments No of Bidders 5
Uttar Pradesh View Result →
40.
Public Administrative Department #7607231 AOC
Tender For Construction work of Anganwadi Center in Village Panchayat Jehanabad in Block-Kotwali - 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 soilAs per DSR No- 2.8.1 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-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)As per DSR No- 4.1.8 3 Brick work with common burnt clay (non modular) bricks of class -150in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand)As per DSR No- 6.1.1 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 in :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)As per DSR No-5.1.2 5 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.As per DSR No-2.25(a) 6 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.As per DSR No- 2.27 7 Brick work with common burnt clay bricks of M-150 Class in super structure above plinth level upto floor V level in all shapes and sizes in cement mortar 1:6 ( 1 cement : 6 coarse sand ) as per DSR No 6.4.2 8 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-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). (Slab) as per DSR No. 5.3 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 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)Above Plinth Lvl as DSR No-5.2.2 10 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 .as per DSR No. 10.5.1 11 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 mmAs per DSR No- 11.41.2 12 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. As per DSR No- 8.31 13 Steel reinforcement for R.C.C. work ready to use cut and bend rebars of approved make from factory/workshop to construction site including placing in position and binding all complete in Thermo-Mechanically Treated bars of grade Fe-500D or more.As per DSR No-5.22 B.1 14 15 mm thick cement plaster of mix 1:4 ( 1 cement & 4 coarse sand )As per DSR No- 13.5.1 15 12 mm thick cement plaster of mix 1:4 ( 1 cement & 6 course sand ) Outer SideAs per DSR No- 13.4.1 16 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone ) finished with floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. 40 mm thick floor 20 mm nominal size stone aggregate.As per DSR No- 11.3.1 17 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 .As per DSR No- 10.25.2 18 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.as per DSR 13.80 19 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/litreAs per DSR No-13.41.1 Two Coats 20 Finishing walls with water proofing cement 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 sqmAs per DSR No- 13.45.1 21 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 As per DSR No- 13.48.3 22 Work ofLettering of Slogan and Wall Art Graffitifor Anganbadi Kendra including Supply of material, Labour and T&P etc. required for proper completion of work. 23 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 wall20mm dia nominal dia pipes As per DSR No- 18.7.2 24 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 wall15mm dia nominal dia pipes As per DSR No- 18.7.1 25 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 15 mm nominal bore As per DSR No- 18.49.1 26 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 As per DSR No-.-18.48 27 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. (a) 100mm diameter As per DSR No:-19.1.1 28 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 600x450x 250 mm As per DSR No:-17.9.1 29 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.As per DSR No:-10.18 30 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. As per DSR-22 (E&M) Item no-1.10.1 31 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 requiredAs per DSR-22 (E&M) Item no-1.11 32 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 wireAs per DSR-22 (E&M) Item no-1.14.2 33 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 wireAs per DSR-22 (E&M) Item no-1.14.3 34 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.As per DSR-22 (E&M) Item no-1.31 35 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.As per DSR-22 (E&M) Item no-1.25 36 Supplying and fixing brass batten/ angle holder including connection etc. as required. As per DSR-22 (E&M) Item no-1.34 37 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.6 way (4 + 18), Double doorAs per DSR-22 (E&M) Item no- 2.4.2 38 S/F of celling Fan 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, 2nos. canopies, shackle kit, safety rope, copper winding, Power Factornot less than 0.9, Service Value (CM/M/W) minimum 6.00, Air deliveryminimum 210 Cum/Min , 350 RPM (tolerance as per IS : 374-2019),THD less than 10%, remote or electronic regulator unit for speedcontrol and all remaining accessories including safety pin, nut bolts,washers, temperature rise=75 degree C (max.), insulation resistancemore than 2 mega ohm, suitable for 230 V, 50 Hz, single phase ACSupply, earthing etc. complete as required.As per DSR-22 (E&M) Item no- 19.1 39 S/F sign board in i/c all. comp.at site.
Contract Date: Jul 16, 2025 Contract Value : ₹ 9.76 Lakh
Government Departments No of Bidders 2
Uttar Pradesh View Result →
41.
Housing Urban and Rular Development #7578265 AOC
Tender For Additional Palus Industrial Area . . . Maintenance & Repair To Water Supply Scheme . . . Repairs To Clf Bridge To Clf Bridge And Allied Works @ Wtp, Palus - Repairs/ Replacement to independent driven flocculator drive assembly including base frame, Gear Box, Electric motor, interconnecting couplins, M.S. Shaft, M.S. Paddles, etc. complete at appropriate location , both side of central column at CLF. 2 Repairs to traction drive assembly inclding repairs to worm gear reducer, electric motor and replacement of C.I. couplings etc. complete at CLF. 3 Removing old rusty broken scraper assemblies and fixing new fabricated m.s. Scraper assembly with neo-prine rubber and G.I. hardware. 4 Replacement of old faulty central bearing assembly by new central bearing assembly :- Designing,providing and erecting new central bearing assmbly consisting of thrust bearing and radial bearings to sustain axial and radial load.The bridge shall be rested on the CBR via a sturdy M. S. central support frame.The CBR shall also have a hinje pin joint assembly to absorb any minor misalignment.At CLF. 5 Repairs to traction wheels : coating existing M.S. wheels with new PU coating with all material labour, transportation, taxes etc. complete. 6 Providing andapplying priming coat over new/oldsteel andothermetal surfacesincluding preparingthesurfacebythoroughlycleaningoil,grease,dirtandotherforeignmatterand scouredwithwirebrushes,finesteelwool,scrappersandsandpaper,scaffoldingetc. complete. 7 Providing and applying two coats of synthetic enamel paint of approved colour to new /old structural steel work and wood work in buildings, including scaffolding if necessary, cleaning and preparing the surface (excluding primer coat) etc. complete. 8 LECTRICAL WORKS : -This item includes dismanteling and removing old rusty irrepairable electrical componenets such as control panel cabling and slip ring and replacing them by new electric control panel , slip ring and cabling.The electric control anel shall be a cubical panel fabricatedfrom 16 swg C.R. Sheet with powder coating. The panel shall consist of a main incomer in the from of 32amp MCB., 4 16 amp MCBS as isolation switches, 3 DOL motor starters. All the parts in the panel shall be inter-connected by copper wire.This item also includes providing and installing 4 – way current collector, carbon brush holders, carbon brushes and Bakelite rods for holding brush holders. supplying and laying of suitable armoured PACinum cable from current collector to all drive motors via the control panel.At CLF. 9 Providing structural steel work in trusses, other similar trussed purlins and members with all bracing,gussetplatesetc.asperdetaileddesignsanddrawingsoras directedincluding cutting,fabricating,hoisting,erectingfixinginposition, Makingriveted/bolted/welded connectionandone coat of anticorrosive paint andover it 2 coats of oil painting approved quality and shade etc. complete. 10 Dismantling RCC work of all grades of concrete and sorting out the materials such as steel etc. as directed and stacking them with all leads & lift as directed. 11 Cleaning the old concrete on Lounder wall manually with brush power tools by removing all scales loose particles and preparing the surface for receiving new concrete. 12 Providing and laying Cast in situ/Ready Mix cement concrete M-30 of trap/granite/quartzite/gneiss metal for R.C.C.work in foundations like raft,strip foundations,grillage and footing so fR.C.C.columns and steel stanchions etc.columns as per detailed designs and drawing or as directed including Steel centering form work,cover blocks laying/pumping,compaction finishing the forme dsurfaces with cement mortar1:3of sufficient minimumt hickness to give a smoot hand even surface or rough ening if special finish is to be provided and curing etc.complete. (Excluding reinforcement and structural steel).with fully automatic microprocessor based PLCwith SCADA enabled reversible Drum Typemixer/ concrete Batch mix plant (Panmixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) 13 Providing and fixing in position TMT- FE-500 bar reinforcement of various diameters for R.C.C.pilecaps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintel spardis, copings, fins, arche setc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete. 14 Providing and applying well mixed epoxy bonding agent over soaked but surface dry concrete and steel rebar for adhesion of fresh cement concrete as per specification and as directed including preparing surface suitable to receive new concrete etc. complete. (EP TAC - 303) 15 Providing erecting and commissioning new turbine type flash mixing assembly for flash mixing tank of size 1 mtr X 1 mtr X 3.5 mtr deep including stainless steel shaft ,stainless steel paddles, m.s base frame ,drive assembly consisting of electric motor ,worm gear reducer ,interconnecting couplings duly dynamically balanced confirming to CPHEOO manual and relevant indian standard comlete. At Flash Mixer. 16 Providing and applying injection grouting to entire tank structure and polymer modified microcrete to strengthen the structure ofPAC tank. 17 Biodegradable cleaning PAC tank with properly glycol monomethyl ether 10- 30 % and MEA oleath 5-10% biodegradable natural blue cleaner including abrasive cleaning & drying it (Excluding GST) 18 Concrete porosity sealing of concrete surface by Diethylenetriamine (CAS NUMBER 111-40 -0, WITH 60-100%) AND 4, 4’ -Isopropylidenediphenol (CAS number 80-85-7 with 30-60) concrete seale. The item includes total three nos of coats (Exluding GST) 19 Applying “Chemistik” chemical resistance treatment with Phenol, Polymer with formaldehyde glycidyl ether 30-60% (CAS number 28064-14-4) and Titanium dioxide (CAS number 13463-67-7) over of tank internal surface (two coats) Consumption : 4.5 Sq mtr per 20 KG (Exluding GST) 20 Providing and fixing chlorinated Poly Vinyl Chloride (CPVC) Pipes, having thermal stability for hot and cold water supply including all CPVC plain & brass threaded fittings, this included jointing of pipes & fittings with one step solvent cement trenching, refilling/fixing on walls with clamps & testing of joints complete as per direction of Engineer-in-Charge. The item includes removing old pipes. (External work). (Rates excluding GST) 75 MM OD AT PAC Stirrer. 21 Providing and installing CPVC valves of standard make in line and level including necessary labour, bends, tees, fixtures etc. and testing the valves etc. complete. DIA 75 MM . 22 Rebate : for scrap generated from old faulty parts of clariflocculator equipments and flash mixer assembly.
Contract Date: Jul 09, 2025 Contract Value : ₹ 24.00 Lakh
Government Departments No of Bidders 3
Maharashtra View Result →
42.
Public Administrative Department #7544755 AOC
Tender For Construction Work Of Computer Lab In Kgbv In Vikas Khand-Bharkhani - 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 as per SI.No. 2.8.1 2 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. (Under Floor) as per SI.No. 2.25 (a) 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-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) As per SI no. 4.1.8 4 Brick work with common burnt clay (non modular) bricks of class -150in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) as per SI No- 6.1.1 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 in :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) as SI No-5.1.2 6 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)Above Plinth Lvl as SI No-5.2.2 7 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) Upto Plinth Lvl as SI No-5.1.2 8 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). Above Plinth Lvl as SI No-5.3 9 Steel reinforcement for R.C.C. work ready to use cut and bend rebars of approved make from factory/workshop to construction site including placing in position and binding all complete in Thermo-Mechanically Treated bars of grade Fe-500D or more. As per SI. No.- 5.22 B.1 10 Brick work with common burnt clay bricks of M-150 Class in super structure above plinth level upto floor V level in all shapes and sizes in cement mortar 1:4 ( 1 cement : 4 coarse sand ) as per SI no 6.4.1 11 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. (11a)Using M.S. angels 40x40x6 mm for diagonal braces 12 Using flats 30x6mm for diagonal braces and central cross piece 13 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 : 6 coarse sand (zone-lll) derived from natural sources : 12 graded brick ballast 40 mm nominal size derived from natural sources) As per SI no. 4.1.10 14 12 mm thick cement plaster on roof of mix 1:3 ( 1 cement & 3 fine sand ) as per IS 13.7.1 15 12 mm thick cement plaster of mix 1:4 ( 1 cement & 4 course sand )as per IS 13.4.1 16 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 as per SI no 11.41.2 17 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to 1.8. 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 as per SI no 11.46.2 18 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 as per SI no 11.48.2 19 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 as per Sl no. -13.62.1 20 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 as per Sl no. -13.41.1 Two Coats 21 Finishing walls with Acrylic Smooth exterior paint of required shade: New work (Two or more coats applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) as per Sl no. -13.46.1 Two Coats 22 Providing and applying white cement based putty of average thickness 1 mm of approved brand and manufacturer,over the plasterd wall surface even and smooth surface as per Sl no. -13.80 23 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. As per SI- 12.41.2 24 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%, umidity resistance of 99%, NRC0.50 to 0.75 as per IS 8225:1987, Non combustible as per BS 476 (part 4)-1970 and light reflectance of 85% (minimum) to be laid in true horizontal level suspended on inter-locking metalThe work shall be carried out as per specifications, drawing and as per directions of the Engineer-in-Charge.With semi perforated 12 mm thick micro tegular edged GRGfalse ceiling tiles.DSR 26.26.1 25 Centering and shuttering including stutting, propping etc. and removal of form.Beam /Band as per SI- 5.9.5 26 Centering and shuttering including stutting, propping etc. and removal of form.Column as per SI- 5.9.6 27 Centering and shuttering including stutting, propping etc. and removal of form.Foundation as per SI- 5.9.1 28 Centering and shuttering including stutting, propping etc. and removal of form.Slab as per SI- 5.9.3 29 Supply & fixing of 25 mm dia PVC Conduit DSR 1225 30 Supply & fixing of 200 x 250mm 100 Deep Metal Box DSR 1319 31 Supply & fixing of informatery sign board 32 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. 33 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 34 Add for Invertor wiring in wiring point for Light/Fan/Plug with 1.5 mm Cu Wire. 35 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. 36 SupplyingandfixingsuitablesizeGIboxwithmodularplateandcoverinfronton surfaceorinrecess,includingprovidingandfixing6pin5/6&15/16Amodular socket outlet and 15/16 A modular switch, connections etc. as required. 37 Supply and fixing ofLED Tube Light batten fittingsuitable for up to 1 X 22 watt LED tube light on surface complete in all respect. - CAT-AAA 38 Supply and fixing of 12 Watt to 15 Watt indoorRecess 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 39 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 deliveryminimum 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 ACSupply, earthing etc. complete as required. 40 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. 41 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
Contract Date: Jul 01, 2025 Contract Value : ₹ 12.48 Lakh
Government Departments No of Bidders 2
Uttar Pradesh View Result →
43.
Public Administrative Department #7544754 AOC
Tender For Construction work of computer lab in KGBV in Vikas Khand-Bharawan - 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 as per SI.No. 2.8.1 2 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. (Under Floor) as per SI.No. 2.25 (a) 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-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) As per SI no. 4.1.8 4 Brick work with common burnt clay (non modular) bricks of class -150in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) as per SI No- 6.1.1 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 in :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) as SI No-5.1.2 6 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)Above Plinth Lvl as SI No-5.2.2 7 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) Upto Plinth Lvl as SI No-5.1.2 8 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). Above Plinth Lvl as SI No-5.3 9 Steel reinforcement for R.C.C. work ready to use cut and bend rebars of approved make from factory/workshop to construction site including placing in position and binding all complete in Thermo-Mechanically Treated bars of grade Fe-500D or more. As per SI. No.- 5.22 B.1 10 Brick work with common burnt clay bricks of M-150 Class in super structure above plinth level upto floor V level in all shapes and sizes in cement mortar 1:4 ( 1 cement : 4 coarse sand ) as per SI no 6.4.1 11 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. (11a)Using M.S. angels 40x40x6 mm for diagonal braces 12 Using flats 30x6mm for diagonal braces and central cross piece 13 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 : 6 coarse sand (zone-lll) derived from natural sources : 12 graded brick ballast 40 mm nominal size derived from natural sources) As per SI no. 4.1.10 14 12 mm thick cement plaster on roof of mix 1:3 ( 1 cement & 3 fine sand ) as per IS 13.7.1 15 12 mm thick cement plaster of mix 1:4 ( 1 cement & 4 course sand )as per IS 13.4.1 16 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 as per SI no 11.41.2 17 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to 1.8. 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 as per SI no 11.46.2 18 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 as per SI no 11.48.2 19 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 as per Sl no. -13.62.1 20 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 as per Sl no. -13.41.1 Two Coats 21 Finishing walls with Acrylic Smooth exterior paint of required shade: New work (Two or more coats applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) as per Sl no. -13.46.1 Two Coats 22 Providing and applying white cement based putty of average thickness 1 mm of approved brand and manufacturer,over the plasterd wall surface even and smooth surface as per Sl no. -13.80 23 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. As per SI- 12.41.2 24 Centering and shuttering including stutting, propping etc. and removal of form.Beam /Band as per SI- 5.9.5 25 Centering and shuttering including stutting, propping etc. and removal of form.Column as per SI- 5.9.6 26 Centering and shuttering including stutting, propping etc. and removal of form.Foundation as per SI- 5.9.1 27 Centering and shuttering including stutting, propping etc. and removal of form.Slab as per SI- 5.9.3 28 Supply & fixing of 25 mm dia PVC Conduit DSR 1225 29 Supply & fixing of 200 x 250mm 100 Deep Metal Box DSR 1319 30 Supply & fixing of informatery sign board 31 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. 32 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 33 Add for Invertor wiring in wiring point for Light/Fan/Plug with 1.5 mm Cu Wire. 34 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. 35 SupplyingandfixingsuitablesizeGIboxwithmodularplateandcoverinfronton surfaceorinrecess,includingprovidingandfixing6pin5/6&15/16Amodular socket outlet and 15/16 A modular switch, connections etc. as required. 36 Supply and fixing ofLED Tube Light batten fittingsuitable for up to 1 X 22 watt LED tube light on surface complete in all respect. - CAT-AAA 37 Supply and fixing of 12 Watt to 15 Watt indoorRecess 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 38 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 deliveryminimum 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 ACSupply, earthing etc. complete as required. 39 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. 40 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
Contract Date: Jul 01, 2025 Contract Value : ₹ 11.56 Lakh
Government Departments No of Bidders 2
Uttar Pradesh View Result →
44.
Public Administrative Department #7447124 AOC
Tender For Construction Work Of Computer Lab In Kagbaw In Vikas Khand-Ahirori; 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, 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 as per SI.No. 2.8.1 2 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. (Under Floor) as per SI.No. 2.25 (a) 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-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) As per SI no. 4.1.8 4 Brick work with common burnt clay (non modular) bricks of class -150in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) as per SI No- 6.1.1 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 in :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) as SI No-5.1.2 6 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)Above Plinth Lvl as SI No-5.2.2 7 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) Upto Plinth Lvl as SI No-5.1.2 8 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). Above Plinth Lvl as SI No-5.3 9 Steel reinforcement for R.C.C. work ready to use cut and bend rebars of approved make from factory/workshop to construction site including placing in position and binding all complete in Thermo-Mechanically Treated bars of grade Fe-500D or more. As per SI. No.- 5.22 B.1 10 Brick work with common burnt clay bricks of M-150 Class in super structure above plinth level upto floor V level in all shapes and sizes in cement mortar 1:4 ( 1 cement : 4 coarse sand ) as per SI no 6.4.1 11 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. (11a)Using M.S. angels 40x40x6 mm for diagonal braces 12 Using flats 30x6mm for diagonal braces and central cross piece 13 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 : 6 coarse sand (zone-lll) derived from natural sources : 12 graded brick ballast 40 mm nominal size derived from natural sources) As per SI no. 4.1.10 14 12 mm thick cement plaster on roof of mix 1:3 ( 1 cement & 3 fine sand ) as per IS 13.7.1 15 12 mm thick cement plaster of mix 1:4 ( 1 cement & 4 course sand )as per IS 13.4.1 16 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 as per SI no 11.41.2 17 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to 1.8. 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 as per SI no 11.46.2 18 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 as per SI no 11.48.2 19 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 as per Sl no. -13.62.1 20 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 as per Sl no. -13.41.1 Two Coats 21 Finishing walls with Acrylic Smooth exterior paint of required shade: New work (Two or more coats applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) as per Sl no. -13.46.1 Two Coats 22 Providing and applying white cement based putty of average thickness 1 mm of approved brand and manufacturer,over the plasterd wall surface even and smooth surface as per Sl no. -13.80 23 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. As per SI- 12.41.2 24 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%, umidity resistance of 99%, NRC0.50 to 0.75 as per IS 8225:1987, Non combustible as per BS 476 (part 4)-1970 and light reflectance of 85% (minimum) to be laid in true horizontal level suspended on inter-locking metalThe work shall be carried out as per specifications, drawing and as per directions of the Engineer-in-Charge.With semi perforated 12 mm thick micro tegular edged GRGfalse ceiling tiles.DSR 26.26.1 25 Centering and shuttering including stutting, propping etc. and removal of form.Beam /Band as per SI- 5.9.5 26 Centering and shuttering including stutting, propping etc. and removal of form.Column as per SI- 5.9.6 27 Centering and shuttering including stutting, propping etc. and removal of form.Foundation as per SI- 5.9.1 28 Centering and shuttering including stutting, propping etc. and removal of form.Slab as per SI- 5.9.3 29 Supply & fixing of 25 mm dia PVC Conduit DSR 1225 30 Supply & fixing of 200 x 250mm 100 Deep Metal Box DSR 1319 31 Supply & fixing of informatery sign board 32 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. 33 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 34 Add for Invertor wiring in wiring point for Light/Fan/Plug with 1.5 mm Cu Wire. 35 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. 36 SupplyingandfixingsuitablesizeGIboxwithmodularplateandcoverinfronton surfaceorinrecess,includingprovidingandfixing6pin5/6&15/16Amodular socket outlet and 15/16 A modular switch, connections etc. as required. 37 Supply and fixing ofLED Tube Light batten fittingsuitable for up to 1 X 22 watt LED tube light on surface complete in all respect. - CAT-AAA 38 Supply and fixing of 12 Watt to 15 Watt indoorRecess 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 39 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 deliveryminimum 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 ACSupply, earthing etc. complete as required. 40 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. 41 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
Contract Date: Jun 09, 2025 Contract Value : ₹ 12.46 Lakh
Government Departments No of Bidders 2
Uttar Pradesh View Result →
45.
Defence #7413556 AOC
special Repair Of Bldg No P-587 At Hisar Mil Stn Under Ge (W) Hisar-- 1 Taking down cement plaster incl racking out joints, hacking for key & scrubbing down with water etc complete all as specified and directed. 2 M&L for 10mm thick rendering in CM 1:6 over brick / concrete wall surfaces trowelled to even & smooth w/o using extra cement for internal wall surfaces complete all as specified and directed. 3 M&L for rendering 15 mm thick in CM 1:4 on stone/brick/ concrete masonry surfaces with using integral water proofing compound finished even and smooth without using extra cementupto three storeys complete all as specified and directed. 4 Providing and applying of 10mm thick hand applied Sika Monotop 122F single component, dual srinkage compensated thixotropic high strength formulation trawlable mortar on the brick wall including pointing of brick joint over a bond coat of sika latex (1:4:6) water cement and sika latex consumption @ 100 gm/sqm on the wall surfaces. the PMM should have compressive strength > 45 MPa in 28 days as per ASTM C 109 (7 cm cube) complete all as specified and directed. 5 Preparing the plaster of thickness up to 15mm over the brick masonry surface by providing and applying a bond coat of Sika Latex: Water: Cement - 1:4:6 with Sika Raintite-i consumption @100gm/sqm on the wall surface followed by hand mix of cementitious mortar 1:4 to be mixed with permeability reducing polymer Sika Raintite-i @ 400gm/sqm (6%) by weight of cementitious content at time of mixing with water as per manufacturers recommendations including all lead life, levelling the surface, curing etc complete all as specified and directed. 6 M&L for providing and fixing 12-16 mm dia injection ports non retunable nozzle by drilling, cleaning and sealing holes 50-75mm deep with fast setting high epoxy putty , solvent free , three component compound based on epoxy resins,graded fillers, and thixotropic agents as approved by GE as in beams, columns, slab and parapets as per the technical specifications and manufacturers instructions complete all as specified and directed. 7 Supply and apply of 3 parts, very low viscous elastic polyacrylic injection resin Sika @ Injection 306 with a versatile and adjustable reaction time having mixed viscosity: 3-11 M pa s at + 20 degree C, reaction time: adjustable according to ambient temperature and execution requirement between 8-50 Mins PH - 9-10. Tested as per wissbau No 2002- 094- (1A) function test with re- injectable hose system. The holes should be drilled until a depth of approx. 5 cm (for a 6cm thick wall) before the end of the wall is reached. Pump Sika @ injection- 306@ at > 20 bar into a behind fissures or into masonry joint which are allowing water to infiltrate into unwanted area if voids is masonry being injected contain insufficient moisture to activate the grout inject a small amount of water prior to injecting the grout when movement stop or Sika @ injection - 306 appears at the next packer move to the next packer and inject. If the dampness is heavy inject similarly at next joint line. Note: contractor will submit the warranty certificate of efflorescence for 10 years from date of completion of work complete all as specified and directed. 8 Making the grooves 10mmx10mm above coating area and fill with SIKAFLEX 127, single component, elastic, moisture curing, hybrid polyurethane based construction sealent and adhesive complete all as specified and as directed. Note: contractor will submit the warranty certificate of efflorescence for 10 years from date of completion of work complete all as specified and directed. 9 M&L Rendering 10 mm thick cement plaster on ceiling surfaces in CM(1:3) complete all as specified and directed. 10 M&L for complete removal of exsting treatment of old surfaces of walls by mechanical sander with internal dust extraction system complete all as specified and directed. 11 M&L for preparation of exsting/new plastered surfaces/brick surfaces by using mechanical grinder including washing down removing loose spalt/dust etc by applying one coat of exterior grade damp proof primer followed by one coat of acrylic wall care putty not less than 2 mm and applying two coats of exterior emulsion paint complete all as specified and as directed. Note: (i) Make of primer:- Asian, Berger, Nerolac (ii) Make of Exterior Emulsion Paint:- a) Asian- Apex Ultima, b) Berger- Weather Coatc) Nerolac- Excel Total (iii) The complete work should be carried out through with the help of Mechanical Paint mixer and Spray Painting (iv) All windows/glasses/ventilators or other similar items should be covered properly by polythene/paper etc before spraying. 12 M&L for preparation of old plastered/new plastered or unplastered surface of walls and applying wall care putty, not less than 2mm thick and smoothening the surface with sand papers and applying two coat of OBD over one coat of acrylic primer complete all as specified and directed. 13 M&L for preparing new plastered or unplastered surfacesand applying three coats of white wash on ceiling complete all as specified and directed. 14 M&L for preparation of old plastered or unplastered surfaces of ceiling / soffit and applying one coats of white wash complete all as specified and directed. 15 M&L for preparing two coats of synthetic enamel paint on steel/wooden surfaces of any description complete all as specified and directed. 16 M&L Non skid ceramic coloured tiles 7 to 8 mm thick area of each tile exceeding 0.09 sqm but not exceeding 0.18 sqm , in floors etc. set and jointed in neat cement slurry and pointed in coloured cement to match tiles over and including 15mm thick screed bed in CM 1:4including dismantling of old existing tiles complete all as specified and directed. 17 M&L Non skid ceramic coloured tiles 8 to 10 mm thick area of each tile exceeding 0.18 sqm but not exceeding 0.36 sqm , in floors etc. set and jointed in neat cement slurry and pointed in coloured cement to match tiles over and including 15mm thick screed bed in CM 1:4including dismantling of old existing tiles complete all as specified and directed. 18 M&L for coloured glazed ceramic designer 3D pattern in combination of light and dark shade coloured tiles of size 300X600X7 mm thick as in vertical surface setand jointed in neat cement slurry andpointed flush in white cement with pigmentover and including 10mm thick baking coat in CM 1:3 including dismantling of old existing tiles complete all as specified and directed. 19 M&L for coloured vitrified tiles 8-10 mm thick (square/rectangular) of size 600mm x 1200 mmin floors etc set & jointedin neat cement slurry and flush pointed withwhite or coloured Epoxyto match, including 15mm thick screed bed in cement mortar 1:4including dismantling of old existing tiles complete all as specified and directed. 20 M&L for coloured vitrified tiles 8-10mm thick (square/rectangular) of size 600mm x 1200 mm as in vertical surfaces etc set & jointed with 3-5 mm tiling Spacer tool in neat cement slurry and flush pointed withwhite or coloured Epoxyto match, including 15mm thick screed bed in cement mortar 1:4including dismantling of old existing tiles complete all as specified and directed.. 21 M&L for 20-22mm thick machine cutKota stone flooring over cement screed base laid and jointed with grey cement slurrry mixed with pigments to match the shade of the slab including rubbing and polishing over and including 20mm thick screed bed in CM 1:3 complete all as specified and directed. 22 Description all as per item No 21.00 above but kota stone slab (100/150mm) and 20-22mm thick in riser of steps, skirting , dados and pillar laid over and including 10mm thick rendering to receive the stone in cement mortar and polishing complete all as 1:3 andjointed complete as in single piece kota stone has to be used complete all as specified and directed. 23 M&L 16-18mm Granite (of any type )work (table rubbed and polished ) in steps , jambs , pillars , window -cills ,cooking plateforms and like in cement mortar (1:4) including pointig in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite over and including provision of screed bed 20mm thick in CM 1 :4incl demolition of old existing stones and complete all as specified and directed. 24 Rounding to edgesof stone edges such as in steps/ cooking platform and other similar situations complete all as specified and directed. 25 S&F pressed steel frames of size 125x60mm for doors with one or more rebates incl necessary fixing lugs , hinges, lock strike plate etc complete all as specified and directed. 26 S&F pressed steel frames of size 105x60mm for doors with one or more rebates incl necessary fixing lugs , hinges, lock strike plate etc complete all as specified and directed. 27 M&L for PCC 1:3:6 type C-1 (using 20mm Graded Stone Aggregate) as in filling of Chowkhatscomplete all as specified and directed. 28 S&F flush shutter 35 mm thick, solid core construction, with block board core and plywood face panels, commercial type on both sides complete all as specified and directed. 29 S&F 35 mm thick 2nd class hardwood glazed and skeleton shutters, open rebated and prepare to receive glass, gauge etc (with sash bars) edges but divided into squares, with plain, chamfered or rounded, mitred and rebated sash bars, any numbers as specified in SSR Part-I Section 8 Clause 8.24(a), fitted to chowkats complete all as specified and directed. 30 S&F forStainlesssteel wire cloth 0.36mm nominal dia of wire and average width of aperture 1.40mm and fixed with stainless steel wirestaples complete all as specified and directed. 31 S&F Floor door stopper of aluminium alloy body 50 mm long with rubber shoes complete all as specified and directed. 32 S&F 200mm long Mild steel ordinary rat tail rod pattern springs including roller and roller plate complete all as specified and directed. 33 M&L for GI tubing 15mm bore fixed to walls, ceilings or laid in floors medium grade concealed and including taking down of pipe complete all as specified and directed. 34 Description all as per item No 33.00 above (15 mm) but refixing and taking down complete all as specified and directed. 35 M&L for GI tubing 20mm bore fixed to walls, ceilings or laid in floors medium grade concealed complete all as specified and directed. 36 Description all as per item No 35.00 above (20 mm) but refixing and taking down complete all as specified and directed. 37 M&L for Low density polyethylene pipes 25mm dia (LDPE) of pressure rating 6 kgf/cm2 fixed complete to walls,ceilings or in floors etc. as in over flow pipe complete all as specified and directed. 38 S&Fin repairs 15mm bore CP Bib taps Long Body Half turn/Quarter turn , cast copper alloy fancy type chromium plated and fixed complete all as specified and directed. 39 S&F in repair 15 mm dia CPAngle Cock, cast copper alloy, screwed down, high pressure, screwed both ends for iron pipe or for unions 15mm bore all ascomplete all as specified and directed. Make: Cera Cat No G1017201 or Essco Cat No MQT-526NKFN or Somany Cat No Chrome 272111370011 40 S& F in repair PVCconnection600 mmlong15mmdiacomplete all as specified and directed. 41 S&F in repair brass chromium plated Basin Mixer single lever for counter top WHBcomplete all as specified and directed. Make: Cera Cat No G1017451 or ESSCO Cat No COS-103051B or Somany 2721111140011 42 S&F in repairs 15mm dia 3 in 1 CP Brass wall mixture chromium plated fancy type for mixing hot and cold water screwed down for iron pipe and fixed in position complete all as specified and directed. Make: Cera Cat No. F1018401GG or ESSCO Cat No. STE-107273 or Somany Cat No 272201140011 43 S&F in repairs 15mm sink mixture chromium plated fancy type for mixing hot and cold water screwed down for iron pipe and fixed in position complete all as specified and directed. Make: Cera Cat No. F1018401GG or ESSCO Cat No. APR-101309N or Somany Cat No. 272201140061 44 S&F in repairs vitreous china one peice wash down water closet pan (padestal pattern ) includingP / S trap and soft close seat cover with hinging device and CP jet spray with hanging device all necessary work required for fixed in position complete all as specified and directed. Make: Cera Cat No. A1014110 or ESSCO Cat No. ECS-WHT-851S220SPPSM or Somany PABLO 45 S&F in repair vitreous china squatting pan ORISSA pattern size 580mmx440kmm, white with integral foot rest including cast iron P or S trap andconnection to trap includintg cement concrete, and to flushing pipe, anti-syphonage pipe, etc. including making good to floor, complete all as specified and directed. 46 S&F in repair CP cardiff brass cascade Health Faucet with hose (Min length 1.5mtr of CP brass) & hook of CP brass complete all as spd and directed. 47 S&F in repair vitreous china wash hand basin with pedestal (Size 515x420x195mm) colour brilliant / off white incl waste pipe and waste coupling over and includingpedestal and all other accessories complete all as specified and directed. Make: Cera Cat No S2030120 or Somany Cat No PLUTO or Essco Cat No. ECS-WHT-805 and ECS-WHT-301 48 S&F CP soap dish fixed to plugs with chromium plated brass screws complete all as specified and directed. 49 S&F in repair brass chromium plated shower rose 150mm size fitted to steel pipe or union along with leg and other fitting complete all as specified and directed. Make: Cera or Essco or Somany 50 S&F in repair for CP toilet roll holder fixed to wall with chromium plated brass screw complete all as specified and directed. Make: Cera Cat No F5013110CH or Essco AEC-1151N or Somany 272130740041 51 S&F in repair for toilet bath cabinet with mirror of size 600 X 450mm and approved make complete all as specified and directed. 52 S & F in repair brasschromium plated tubular Towel Rack 600mm Long with Lower Hangers, Stainless Steel complete all as specified and directed. Make: Cera Cat No F5011101CH or Essco AEC-1181NA or Somany 272130160081 53 M&L for treatment of sunken floor slab comprising of the following specifications with and including demolitionof PCC in sunken portion/ floors including removal of the debris outside the MOD land andcomplete all as specifiedand directed:- (i) Demolition of PCCin sunken portion /floors and Cleaning the sunken/lowered portion of RCC slab surface (including vertical total depth plus skirting height) of floors by wire brush, chisel out any mortar sticking to the surface and brooming completely.Provision of 40mm thick avg PCC 1:2:4 type B-0 using 12.5mm graded aggregate as in padding concrete to achieve proper slope including S& f in repair 40 mm dia , 450 mm long medium grade spout pipeand cutting holes in bricks or RCC wall for the same (ii) Rendering of uneven surfaces atbottom and sides up to floor level with 15 mm thick CM 1:4 mixed with and including integral water proofing compoundas approved by GE @ 0.2% by wt of cement consumed including filling it with water to check dampness and seppage and where dampness / seppage is noticed, nozzles shall be fixed and grouting carried out. (iii)All junctions points of side wall where CI/GI/PVC pipes are passing through shall be sealed with epoxy puttyas approved by GE. (iv)After drying putty, wash the slab and sides of sunken portion with water and make it clear and clean.(v) Applying two coats of polymer modified cementious water proof coating with as approved by GE in two coats @ 3kg/sqm to sanwiched with glass fibre reinforcemn as approved by GE over base coat as per mnaufacturers instruction to bottom and vertical sides up to finished floor level+100mm height.The thickness of two layer shall be 1mm.When the second layer is still sticky, coarse sand spray shall be carried for the vertical and bottom surface of the sunken portion. (vi)Allpipes laid in sunken portion shall be covered with 50mm thick PCC 1:3:6 all round after painting with anticorrosive paint . (vii) The sunken floor shall be filled with lean concrete 1:5:10, type E2(40 mm graded aggregate) Note :- Test the water proofed area (ponding test) by filling water for at least 72 hours and tested for leakage seepage and to the entire satisfaction of GE. Test record for each sunkenslab shall be maintained.The treatment shall be carried out by authorised applicators of chemicals. Cost of testing and all M&L is inclued in the rates quoted above. 54 Supply only water proofing compound complete all as specified and directed. 55 S&F, PVC floor trap 75mm bore with grating incl jointing with solvent cementfixed in cement concrete type B1 (1:2:4) complete all as specified and directed. 56 S&F110 mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, fixed to walls & floors with necessary MS clampscomplete all as specified and directed. 57 S&F75 mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, fixed to walls & floors with necessary MS clampscomplete all as specified and directed. 58 S&F 110 mm PVC (SWR) access door bends any radiuscomplete all as specified and directed. 59 S&F 75 mm PVC (SWR) access door bends any radiuscomplete all as specified and directed. 60 S&F 110mm PVC (SWR) junction single,(Single T) equal or unequal provided with access door complete all as specified and directed. 61 S&F 75mm PVC (SWR) junction single,(Single T) equal or unequal provided with access door complete all as specified and directed. 62 S&F 110mm PVC PVC (SWR) vent cowl complete all as specified and directed. 63 Supply and fixing in repair rotional molded polythylenewater storage tank three layer white 500 ltr capacity, triple layer (Cylinderical vertical with closed top) hoisted kand fixed in position complete all as specified including dismantling of old tank of any type and complete all as specified and directed. 64 Supply and fixing in repair rotional molded polythylenewater storage tank three layer white 1000 ltr capacity, triple layer (Cylinderical vertical with closed top) hoisted kand fixed in position complete all as specified including dismantling of oldtank of any type and complete all as specified and directed. 65 S&F 20mm dia ball valves high pressure of PTMTwith epoxy coated alluminium rod and high density plastic ball screwed for iron pipe and fixed complete all as specified and directed. 66 S & F in repair gun-metal, globe or gate valves of 20mm dia, with iron wheel head, screwed both ends for iron pipe and fixed etc complete all as specified and directed. 67 Taking down chowkats or frame with shutter, without taking off shutter from the frames area exc 1.5 sqm but not exc 4sqm each complete all as specified and directed. 68 Taking down chowkats or framewithout taking off shutters(with or without glazingand ventilator) not exc 1.5 Sqm each complete all as specified and directed.. 69 Providing and fixing factory made UPVC white colour Three track sliding 88x52mm, (2/4 shutter ) glass and wire mesh shutter windows, made ofreinforcement frame 60mm x 22 mm, sliding glass window sash 78mm x 60mm, reinforcement sash 30mmx18 mm, sliding mesh sash 78mmx50mm, reinforcement mesh sash 26mmx10mm, sliding interlock for window and sliding glazing bead 24.5 mm x 16mm, one panel (position as directed by Engr in cahrge) will be fixed and diveded in two portion fixed with 4mm thick plain clear glaas , 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 ± 0.2 mm thick, galvanised steel frame (28mm x 21.5mm), T profile (27mm x 17mm) to be inserted in requrred profile. Frame will be fixed to the wall with 8mm x 100mm long fasteners.Hardware Handle to slide shutter , sliding locking system and 4 mm thick glazing with selected quality glass and stain less steel wire mesh of gauge 0.56 nominal dia of wire and average width of aperture 1.18mm, complete to fix in all respect. Make: NCL VEKA ,H2O Solution, Madhu Industries or FENESTA Note:- The window of room no 1&2of all four qtrs shall be dIvided vertically in two part, two third of the window shall be sliding window in three track sliding channel and remaining one third part shall be devided in two part horizontally, the upper one panel shallbe with 4mm thick fixed plain clear glass and lower panel with one openable shutter fixed with 4 mm thick plain clear gass as opening to window AC. The unit rate quoted by contractor includes both glass and wire gauge shutter, cost of4 mm thick plain clear glass, stainless steel wire gauge of 0.56 nominal dia of wire and average width of aperture 1.18mm, MS Grill of 12mm square bar @ 150 mm center to center and all other connected accssories. Net Opening will be measured for payment purpose. 70 Providing and fixing factory made UPVC white colour casement (Openable) glass and gauge window made of extruded profiles with wall thickness of 2.3 mm ± 0.2 mm) window profile with hollow section with multi chamber, frame (116mm x 58mm), Sash (60mm x 73mm), T profile (One verticle length in between two shutters) (60mm x 74mm), Glazing beads (35mm x 20mm) will be mitred 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± 0.2 mm thick, galvanised steel frame(28mm x 21.5mm), T profile (27mm x 17mm) to be inserted in requred profile. Frame will be fixed to the wall with 8mm x 100mm long fasteners,including 12 mm MS square bar @ 150 mm c/c , as grill will be providedbetween two shutters . Make: NCL Veka ,H2O Solution, Madhu Industries or FENESTA Hardware Casement handle made of Zinc alloyed (white powder coated), Butt hinges of zinc alloyed (White powder coated), transmission gear made of mild steel with multi point locking system and 4 mm thick glazing with selected quality glass and stainless steel wire gauge. Note:- The unit rate quoted by contractor includes both glass and wire gauge shutter, cost of4 mm thick plain clear glass, stainless steel wire gauge of 0.56 nominal dia of wire and average width of aperture 1.18mm, MS Grill of 12mm square bar @ 150 mm center to center and all other connected accssories. Net Opening will be measured for payment purpose) 71 Providing and fixing ,factory made 100% solid WPC (woodpolymer composite)- door frame of size50mmx75mm made from wood polymer composite (single extruded process) material comprising of virgin PVC polymer of K value 57-60(suspensive Grade), calcium carbonate and natural fibers (wood powder/rice Husk/wheat husk) and non toxic additivies fabricated with meter joints after applying PVC solvent cement & screwed with full body threaded star headed screws having minium frame density of 780Kg/cbm manufacture by and ISO 9001-2015 certified company, having good screw holding capacity (Screw withdrawel strength of (Min 990N/mm, minimum copressive strength of 58N/mm2, modules of elasticity 900N/mm2 and resistance to spread of flame of class A category with property of being termite/borer proof,water/moisture proof & fire retardent & fixed in position with SS draft fasteners/hold fast of required dia and length for external uses complete all as specified and directed. 72 providing and fixing ,30mm thick factory made 100% solid WPC (wood polymer composite) solid plain/prelam/enrouted plain/enrouted painted flush door shutter of required size comprising of virgin PVC resin of K value 57-60(suspension grade) calclum carbonate and natural fibers (wood powder/rice husk/wheat husk) and non toxic additives made from Extrusion process WPC foam sheet single extruded (inner) with density not less than 650 kg/cbm manufacture by an ISO 9001-2015 certificate company, having good screw holding capcity (screw withdrawl strength of 2000 n (face) and 1100 N (edge) minimum copmressive strength of 50 n/mm2, Modulus of elasticity 850/N/mm2 and resistance of spread flame of class A category with propertyof being termite/borer free, water/moisture proof, fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headedcounter sunk SS screws for WC/bathroom/toilet/Kitchen/Balcony doors complete all as specified and directed. 73 S&F steel window box type with side hung shutters Factory made including box type hinges with steel handle and steel peg stay complete with glazing bars devetailed or welded.The rates include for painting with one shop coat of zinc chromate primercomplete all as specified and directed. 74 S&F steel window box type with side hung shutters Factory made including box type hinges with steel handle and steel peg stay complete w/o glazing bars devetailed or welded. The rates include for painting with one shop coat of zinc chromate primercomplete all as specified and directed. 75 M&L Framed work such as grills, gratings, etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks, hand rails, cupboards frame and similar work con- forming to Fe.290.Gde-E-165 with and including necessary cutting and weldingcomplete all as specified and directed. 76 Supply and fixingacrylic transparent sheets3mm thick in square / rectangular area of each pane not exc 0.5 sqmand fixed /lock with window frame by using PVC snap beeding with necessary self tapping reviting / screwing and suitable method with complete all as specified and directed. 77 M&L plain PVC solid Board ,18/19 mm thick , balancing white lamination including 1mm thick approved sunmica on external visible faces and as directed by Engr-in-charge, including pasting with solvent chemical as required at site or fixed with screws complete as in Kitchen Cupboard, room cupboard ,shelves / partition incl fixing arrangement on walls all as spd and directed by Engr-In-Charge including taking down of cupboard complete all as specified and directed. 78 S&F superior quality ,heavy typeSSrail (grade -304) (Curtain rod/drapery rod), 20mm diawith and including fency type SS bracket 2 Nos foreach opening andSSside Knob (fency type) of required shape and size 2 Nos of each opening complete all as specified and directed. 79 Demolition of cement concrete (un reinforced) in ground floors and paving not exc 15cm thick below or above ground level including removal of other things complete all as specified and directed. 80 M&L Brick work with burnt bricks, straight or curved on plan exc 6m mean radius, built in CM 1:4 and including demolition of brickwork complete all as specified and directed. 81 Dismantling brick tiles in single layer on roof (laid dry and pointed) complete all as specified and directed. 82 Demolition Mud in roofs, any thickness,including plastering and leeping (whether full thickness removed or only a part thereof)and removing debries out of MD land complete all as specified and directed. 83 M&L for providing cement concrete 1:2:4 type B1 (using 12.5 mm graded stone aggregate) as in roof kerbs, Roof padding finishing surface of concrete topping even and fair(without using extra cement) all as specified of average thickness in slope 1:40 over roof complete all as specified and directed. 84 M&L Screed bed or bedding layer of mortar 10mm thick in cement mortar 1:3 and finishing even and smooth with mixing of liquid WPC on roof surfaces complete all as specified and directed. Note : WPC shall be measured and paid seperately. 85 M&L for applying roof treatment on top of roof with APP modified membrane (minimum 3mm thick) weighing not less than 3Kg per Sqm, consisting of 90 micron center core HMHDPE (High molecular high density polyethylence) with white mineral gravel finish on upper side of membrane laid by torch application method with overlap 100 on length and 100mm on the width side as per manufactures instructions over a coatof hot air blown grade bitumen 85/25 @ 1.20Kg/Sqm over a coat of approved cold applied bituminous oil based primer (IS-3384) @ 300 gm/sqm complete APP membrane complete all as specified and directed. 86 M& L for 75mm thick PCC 1:3:6type C-2 (Using 20mm gradede crushed stone aggregate ) as in plinth protection including mastic filling in joints complete all as specified and directed. 87 Demolition of RCC Roofs, floors (other than ground floors), beams, staircases, landing, chajjas and similar suspended work and making good the disturbed area in CM 1:3 complete all as specified and directed. 88 Material & Labour for providing and fixing stainless steel (Grade 304) railing made of hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (where ever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of floor or the side of waist slab with suitable arrangement complete all as specified and directed. 89 Excavating in trenches, not exceeding 1.5m wide and not exceeding 1.5m in depth for foundation, etc or not exceeding 10 Sqm on plan and not exceeding 1.5m in depth for shafts, cesspits, manholes, pier holes, etc and getting out in soft/loose soil complete all as specified and directed. 90 Returning, filling in excavated approved soil, including spreading, levelling, watering and well ramming in layers not exceeding 25cm each complete all as specified and directed. 91 Removing excavated soil not exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and directed. 92 S&F 150 mm dia(6) reinforced concrete pipes,class NP2 with one collar per length of pipe and laid in trenches or in floors including clearing of site as per site requirement complete all as specified and directed. 93 Demolition and breaking up drain pipes (salt glazed ware or RCC or PVC) set in cement mortar 150 mm dia complete all as specified and directed. 94 M&L for PCC 1:3:6 type C-2 using 40mm graded stone aggregate for concrete bed to drain pipes including packing under and haunching against the sides of pipe after they are laid and tested complete for 150mm dia pipe complete all as specified and directed. 95 Cutting into existing manholes for connecting new drains, 150mm bore, making good to pipe and rendering, cutting out existing benching for and forming branch channel (½ round or ¾ section) in cement concrete 1:2:4 type B1 smooth finished, and reforming benching as required complete all as specified and directed. 96 Mild steel TMT bars 6 mm and above dia and over as reinforcement for concrete, cut to length, bent to shape required, including cranking, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia complete all as specified and directed. 97 M&L for precast reinforced cement concrete 1:2:4 type B-1 using 20mm graded stone aggregate in cover slabs for manholes (square / rectangular / circular of any type and size with Angle iron bend to shape of manhole etc, shelves and similar articles with plain faces including necessary formwork and setting in cement mortar 1:4 including necessary use and waste of formwork and demolition of existing RCC cover slabs complete all as specified and directed. 98 Providing and laying 60mm thick factory made chamfered edge cement colouredconcrete paver block of M-35 grade with approved colour,design & pattern as in footparth, 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 & patternover and including 50mm thick compacted bed of fine 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 specified and directed. 99 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 all as specified and directed. 100 M&L for Providing cement concrete 1:2:4 type B-1 using 20mm graded stone aggregate in coping & benching including weathering, slightly rounded or chamfered angles and throating as directed including necessary form work, finished even and smooth using extra cement complete all as specified and directed. 101 S & F in repairs, for wall mounted kitchen plate rack of size 900 x 600 x 250mm made cut of 1.00mm thick stainless steel sheet of 304 AISI grade design as epr directed by E in charge fixed to walls with required size of raw plug and steel screws as per manufacturer instructions . of first quality complete all as specified and directed. 102 S & F in repair Sinks with drainage board of size 915mm x 460mm and bowl size 410mm x 330mm x 160mm, made of stainless steel 1 mm thick kitchen or laboratory with plugs, washers and wastes; including bedding in cement mortar to dwarf wall or including supply & fixing cantilever brackets of mild steel angle 25 x 25 x 5 mm and including CP waste coupling and PVC Waste pipe of standard size complete all as specified and directed. 103 S&F for stainless steel modular Kitchen basket incl PVC cabinet as required size for 17”x20” ht 6” for cutlery (bowl, tumbler and like) with wired bottom using 6mm rod of grade 304 stainless rod as per approved design and pattern incl necessary drawer slides of required size and chromium plated folding handles 75mm size for drawersy complete all as specified and directed. 104 Description all as per item No 103 above but with plain bottom for ht 4 cutlery (spoon,knife and like) complete all as specified and directed. 105 Description all as per item No 103 abovebutht 8” for plates/thali. complete all as specified and directed. 106 Supply and apply of rust remover cum passivator to remove rust from existing reinforcement by using product as approved by GE, with density 1.01 Kg/ltr at 30 degree celsius and consumption : 0.2 Kg/Sqm/coat complete all as specified and directed. Note: The material to be applied thoroughly on exposed rebars only with the help of a brush of suitable size. The area will be measured as length of bar x two times the dia of bar). 107 Supply and apply a cement based polymer modified rebar corrosion protection system to existing reinforcement using cement based polymer modified rebar corrosion protection system with consumption : 3.75 kg/Sqm for two coats andProduct requirements: carbonation resistance: 2 mm of chemical compoundas approved by GE corresponds to 20 mm of normal mortar; bond strength > 1N / Sqmm according to ASTM C 882-78 complete all as specified and directed. Note: The mtrl to be applied thoroughly on exposed rebars only with the help of a brush of suitable size. The area will be measured as length of bar x two times the dia of bar) 108 M&L for Providing, mixing & applying two component Epoxy resin concrete Bonding coat on prepared RCC surfaces as per manufacturers specification including prepartaion of surface throughly and cleaning complete where ever requiredwith usingProduc as approved by GE with Consumption: 0.4 kg/Sqm and Product requirements: Complies with ASTMC 881-78, Type II Grade 2 Class B+C complete all as specified and directed. 109 M&L for providing by mixing and trowel application of prepacked, light weight, two component structural grade polymer modified fibre reinforced thixotropic cement mortaras approved by GE at an average thickness exceeding 10mm and upto 25mm to the prepared concrete surface in soffit of slabs, beam, columns, parapets, fins and facias at any height, including finishing of applied Polymer mortaras per thetechnical specifications and manufacturers instructions complete all as specified and directed. 110 Taking down carefully copper/ Aluminium point wiring ( light, fans, socket, power socket) complete including taking out existing unserviceable terminal boxes and conduit with switches/sockets/fan regulators and fittings such as ceiling roses, pendants, tube lights fittings lamp holders, brackets light fittings, rectangular blocks DB MCCB etc and making good disturbed surface of wall/ floor etcto matchwith the existing the surface etc complete all as specified and directed. 111 Material and labour for point wiring with 1.5 sqmm (22/.3mm) PVC insulated and unsheathed FRLS single core multistranded copper conductor for one light/fan/bell point in and including PVC rigid non metallic concealed conduit 19/20 mm dia medium duty, ISI marked to beterminated & including pressed modular steel boxes & cover plate of module as required on site.including 1.5 sqmm (22/.3mm) PVC insulated and unsheathed FRLS single core multisrtanedcopper earthcontinuity conductor controlled by one switchand/or one regulator complete including repairing the surfaces in Cm 1:3 and finishingthe surface as per existing treatment complete all as specified and directed. 112 Description all as per item No 111.00 above but One three pin 5 Amp socket outlet point on independent board controlled by one nos, one way switch on independent board complete all as specified and directed. 113 Description all as per item No 111.00 above butOne three pin 5 Amp socket outlet point on same board controlled by one nos, one way switch on same board complete all as specified and directed. 114 Description all as per item No 111.00 above but point wiring with 2.5 sq mm single core FRLS cables and earth continuity wire with 2.5 Sq mm single core cable for one 3 pin 15 Amps socket out let point controlled by one nos, one way switch on independent board complete all as specified and directed. 115 S&F Modular switch 1 way 6A 1 module Single pole, one way, 230 volts all as specified and directed 116 S&F Modular switch 1 way 16A 1 module all as specified and directed 117 S&F Modular socket 6A -2/3 pin combined 2 module type 230 volts AC complete all as specified and directed. 118 S&F Modular socket 6A/16A -2/3 pin combined 2 module type AC complete all as specified and directed. 119 M&L Buzzer, Ding Dong AC 230 volts, single pole ISI Marked completed all as specified and directed 120 Supply and fixing modular bell push 6A 1 module complete all as specified and directed. 121 S&F Modular lamp holder, insulated body with back plate suitable for batten fittings and complete all as specified and directed. 122 Supply and fixing LED light fitting mirror type with high out put diffuser 2 feet, 10 watt 220 V AC decorative type with driver holder and LED lamp including connecting up with three core flexible copper conductor cable of suitable size complete all as specified and directed. 123 S&F Modular ceiling rose surface bakelite 65mm x 50mm, 3 terminals with back plate etc complete all as specified and directed. 124 S&F modularfan step regulator 120W-2 module suitable for 1200/1400 mm sweep ceiling fan etc complete all as specified and directed. 125 S & F for wall mounted LED tube light fitting 20 watts batten not less than 120 lumen/watt for surface mounted, high transmissitivity diffuser, high lumen outputboxtype fitting, 230 volts and intregrated electronic driverconnector block etc complete with all accessories internally pre wired andnecessary mounting arrangements, provision of new 3 core multistrandedcopper conductor of size 23/0.193 from ceiling rose to fitting complete all as specified and as directed. 126 S&F Sheet metal enclosure distribution board SPN,8 way, double door powder coated, protection class IP-42 suitable for mounting MCB DBs confirming to IS-13032, IS-8632,BS5484 with min 200 Amp raiting copper bus bar complete all as specified and directed. 127 Supply and fixing in repair MCBs SP6 to 40Amps, B-curve, 240 volts, 10 KA rupturing capacity, IS-8828 marked, of the under mentioned type and rating and fixing in DBs (DBs Catered separately in this schedule) complete all as specified and directed. Note:Make of the MCB should be the same as that of DB 128 Supply and fixing in repair MCBs SPN 40 Amps,240 volts, 10 KA rupturing capacity, IS-8828 marked, of the under mentioned type and rating and fixing in DBs (DBs Catered separately in this schedule) complete all as specified and directed.Note:Make of the MCB should be the same as that of DB 129 S&F Sheet metal enclosure distribution board TPN, 4way, double door powder coated, protection class IP-54, isolated neutral bar, mechanical impact strength IK 09 suitable for mounting MCB & /MCCB DBs confirming to IS-13032, IS-8632,BS5484 with min 200 Amp raiting copper bus bar and grouting, fixing on wall with nut bolts wasshers properwithpcc works complete all as specified and directed. 130 Supply and fixing TPN63 Amps,415 volts, 16 KA rupturing capacity, IS-8828 marked, of the under mentioned type and rating and fixing in DBs (DBs Catered separately in this schedule) complete all as specified and directed.Note:Make of the MCCB should be the same as that of DB 131 S & F in repair for Energy saving new generation environmental friendly long life versatile pressure die cast aluminium IP 66 for security light fitting luminaire with high power LEDs as light source not less than 120 lumen/watt and electronic driver of capacity 25/35 watts with pre wired andnecessary mounting arrangements and provision of 1.5 sq mm three core copper conductor cable multi stranded from ceiling rose to light fitting including 40 mm dia GI pipe medium grade bracket 1.5 mtr long bend to required shape with clamps, nut, bolts complete all as specified and directed. 132 Taking down old unserviceable submain wiring including fitting & fixtures and making good of the surface to match with the existing complete all as specified and directed. 133 M & L forSub main wiring with approved colour coding as per IS with two single core PVC insulated FRLS cable with stranded copper conductor of size 6 Sq mm nominal area and drawing into suitable size of PVC non metallic rigid heavy duty PVC conduit of white/ ivory colour and its accessories ISI marked heavy duty of suitable sizeincluding concealed in wall etcone run of PVC insulated with 6.0 Sqmm (nominal area) stranded copper conductor FRLS cable as earth wire complete all as specified and as directed. Note:- Two runs of 6 sqmm cable for phase, one run of 6 sqmm cable for earthing and one run of PVC conduit will be measured as one unit. 134 M & L for earthing complete with galvanized steel earth plate electrode 60 cm x 60 cm x 6 mm thick buried directly in ground vertically (earth pit not less than 2.25m deep below ground level) with top edge of the plate not less than 1.50 mtr deep below normal ground level, connecting to GI earth wire 4mm dia by means of bolts, nuts, check nuts, and washers of galvanized iron or steel including 15 mm dia. medium grade protection pipe for earth lead complete with charcoal and common salt including watering arrangement with galvanized iron pipe light grade 20 mm dia, PCC Chamber, CI frame and cover, MS funnel with wire mesh all as shown in electrical plate no 3 of SSR part I including excavation and earthwork in any type ofsoil/strata and testing on completion. Note:- GI earth wire 4 mm dia and 15 mm dia protection pipe upto 7.5 mtr from earth plate is deemed to be included in rate quoted. 135 Taking down old unserviceable Ceiling fan and refixing the same after re-winding the fans and painting with white enameled paint with smooth surface complete all as specified and directed. 136 M&L for providing/cutting the round/ square hole of required size in wall finishing the same for disturbed surfaces complete all as specified and supply and fixing propeller type ac ventilating fans, single phase , 230 volts 250 mm sweep complete and grouting the ragged bolts in wall fixing the frame on the exhaust side (outer surface of the wall) and connecting with and including PVC insulated three core 1.5 sqmm copper cable from ceiling rose to exhaust fan motor complete all as specified and directed. 137 S&F wall decorative light with 5 watt LED Bulb in warm white colour sparkler WL 1LS E 27 COP WHT PC in brass bodycomplete all as specified and directed. Make : Havells and its equivalent
Contract Date: May 30, 2025 Contract Value : ₹ 38.87 Lakh
Statutory Bodies & Commissions/Committees No of Bidders 2
Haryana View Result →
46.
Public Administrative Department #7411390 AOC
Tender For Construction work of computer lab in KGBV in development block-Kothavan - 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 as per SI.No. 2.8.1 2 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. (Under Floor) as per SI.No. 2.25 (a) 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-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) As per SI no. 4.1.8 4 Brick work with common burnt clay (non modular) bricks of class -150in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) as per SI No- 6.1.1 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 in :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) as SI No-5.1.2 6 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)Above Plinth Lvl as SI No-5.2.2 7 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) Upto Plinth Lvl as SI No-5.1.2 8 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). Above Plinth Lvl as SI No-5.3 9 Steel reinforcement for R.C.C. work ready to use cut and bend rebars of approved make from factory/workshop to construction site including placing in position and binding all complete in Thermo-Mechanically Treated bars of grade Fe-500D or more. As per SI. No.- 5.22 B.1 10 Brick work with common burnt clay bricks of M-150 Class in super structure above plinth level upto floor V level in all shapes and sizes in cement mortar 1:4 ( 1 cement : 4 coarse sand ) as per SI no 6.4.1 11 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. (11a)Using M.S. angels 40x40x6 mm for diagonal braces 12 Using flats 30x6mm for diagonal braces and central cross piece 13 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 : 6 coarse sand (zone-lll) derived from natural sources : 12 graded brick ballast 40 mm nominal size derived from natural sources) As per SI no. 4.1.10 14 12 mm thick cement plaster on roof of mix 1:3 ( 1 cement & 3 fine sand ) as per IS 13.7.1 15 12 mm thick cement plaster of mix 1:4 ( 1 cement & 4 course sand )as per IS 13.4.1 16 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 as per SI no 11.41.2 17 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to 1.8. 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 as per SI no 11.46.2 18 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 as per SI no 11.48.2 19 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 as per Sl no. -13.62.1 20 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 as per Sl no. -13.41.1 Two Coats 21 Finishing walls with Acrylic Smooth exterior paint of required shade: New work (Two or more coats applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) as per Sl no. -13.46.1 Two Coats 22 Providing and applying white cement based putty of average thickness 1 mm of approved brand and manufacturer,over the plasterd wall surface even and smooth surface as per Sl no. -13.80 23 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. As per SI- 12.41.2 24 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%, umidity resistance of 99%, NRC0.50 to 0.75 as per IS 8225:1987, Non combustible as per BS 476 (part 4)-1970 and light reflectance of 85% (minimum) to be laid in true horizontal level suspended on inter-locking metalThe work shall be carried out as per specifications, drawing and as per directions of the Engineer-in-Charge.With semi perforated 12 mm thick micro tegular edged GRGfalse ceiling tiles.DSR 26.26.1 25 Centering and shuttering including stutting, propping etc. and removal of form.Beam /Band as per SI- 5.9.5 26 Centering and shuttering including stutting, propping etc. and removal of form.Column as per SI- 5.9.6 27 Centering and shuttering including stutting, propping etc. and removal of form.Foundation as per SI- 5.9.1 28 Centering and shuttering including stutting, propping etc. and removal of form.Slab as per SI- 5.9.3 29 Supply & fixing of 25 mm dia PVC Conduit DSR 1225 30 Supply & fixing of 200 x 250mm 100 Deep Metal Box DSR 1319 31 Supply & fixing of informatery sign board 32 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. 33 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 34 Add for Invertor wiring in wiring point for Light/Fan/Plug with 1.5 mm Cu Wire. 35 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. 36 SupplyingandfixingsuitablesizeGIboxwithmodularplateandcoverinfronton surfaceorinrecess,includingprovidingandfixing6pin5/6&15/16Amodular socket outlet and 15/16 A modular switch, connections etc. as required. 37 Supply and fixing ofLED Tube Light batten fittingsuitable for up to 1 X 22 watt LED tube light on surface complete in all respect. - CAT-AAA 38 Supply and fixing of 12 Watt to 15 Watt indoorRecess 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 39 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 deliveryminimum 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 ACSupply, earthing etc. complete as required. 40 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. 41 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
Contract Date: May 29, 2025 Contract Value : ₹ 12.47 Lakh
Government Departments No of Bidders 2
Uttar Pradesh View Result →
47.
Public Administrative Department #7411389 AOC
Tender For Construction work of computer lab in KGBV in Vikas Khand-Madhoganj - 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 as per SI.No. 2.8.1 2 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. (Under Floor) as per SI.No. 2.25 (a) 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-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) As per SI no. 4.1.8 4 Brick work with common burnt clay (non modular) bricks of class -150in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) as per SI No- 6.1.1 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 in :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) as SI No-5.1.2 6 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)Above Plinth Lvl as SI No-5.2.2 7 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) Upto Plinth Lvl as SI No-5.1.2 8 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). Above Plinth Lvl as SI No-5.3 9 Steel reinforcement for R.C.C. work ready to use cut and bend rebars of approved make from factory/workshop to construction site including placing in position and binding all complete in Thermo-Mechanically Treated bars of grade Fe-500D or more. As per SI. No.- 5.22 B.1 10 Brick work with common burnt clay bricks of M-150 Class in super structure above plinth level upto floor V level in all shapes and sizes in cement mortar 1:4 ( 1 cement : 4 coarse sand ) as per SI no 6.4.1 11 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. (11a)Using M.S. angels 40x40x6 mm for diagonal braces 12 Using flats 30x6mm for diagonal braces and central cross piece 13 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 : 6 coarse sand (zone-lll) derived from natural sources : 12 graded brick ballast 40 mm nominal size derived from natural sources) As per SI no. 4.1.10 14 12 mm thick cement plaster on roof of mix 1:3 ( 1 cement & 3 fine sand ) as per IS 13.7.1 15 12 mm thick cement plaster of mix 1:4 ( 1 cement & 4 course sand )as per IS 13.4.1 16 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 as per SI no 11.41.2 17 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to 1.8. 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 as per SI no 11.46.2 18 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 as per SI no 11.48.2 19 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 as per Sl no. -13.62.1 20 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 as per Sl no. -13.41.1 Two Coats 21 Finishing walls with Acrylic Smooth exterior paint of required shade: New work (Two or more coats applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) as per Sl no. -13.46.1 Two Coats 22 Providing and applying white cement based putty of average thickness 1 mm of approved brand and manufacturer,over the plasterd wall surface even and smooth surface as per Sl no. -13.80 23 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. As per SI- 12.41.2 24 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%, umidity resistance of 99%, NRC0.50 to 0.75 as per IS 8225:1987, Non combustible as per BS 476 (part 4)-1970 and light reflectance of 85% (minimum) to be laid in true horizontal level suspended on inter-locking metalThe work shall be carried out as per specifications, drawing and as per directions of the Engineer-in-Charge.With semi perforated 12 mm thick micro tegular edged GRGfalse ceiling tiles.DSR 26.26.1 25 Centering and shuttering including stutting, propping etc. and removal of form.Beam /Band as per SI- 5.9.5 26 Centering and shuttering including stutting, propping etc. and removal of form.Column as per SI- 5.9.6 27 Centering and shuttering including stutting, propping etc. and removal of form.Foundation as per SI- 5.9.1 28 Centering and shuttering including stutting, propping etc. and removal of form.Slab as per SI- 5.9.3 29 Supply & fixing of 25 mm dia PVC Conduit DSR 1225 30 Supply & fixing of 200 x 250mm 100 Deep Metal Box DSR 1319 31 Supply & fixing of informatery sign board 32 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. 33 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 34 Add for Invertor wiring in wiring point for Light/Fan/Plug with 1.5 mm Cu Wire. 35 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. 36 SupplyingandfixingsuitablesizeGIboxwithmodularplateandcoverinfronton surfaceorinrecess,includingprovidingandfixing6pin5/6&15/16Amodular socket outlet and 15/16 A modular switch, connections etc. as required. 37 Supply and fixing ofLED Tube Light batten fittingsuitable for up to 1 X 22 watt LED tube light on surface complete in all respect. - CAT-AAA 38 Supply and fixing of 12 Watt to 15 Watt indoorRecess 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 39 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 deliveryminimum 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 ACSupply, earthing etc. complete as required. 40 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. 41 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
Contract Date: May 29, 2025 Contract Value : ₹ 12.49 Lakh
Government Departments No of Bidders 2
Uttar Pradesh View Result →
48.
Public Administrative Department #7404397 AOC
Construction work of computer lab in Kagbaw in Vikas Khand-Behandar; 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, 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 as per SI.No. 2.8.1 2 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. (Under Floor) as per SI.No. 2.25 (a) 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-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) As per SI no. 4.1.8 4 Brick work with common burnt clay (non modular) bricks of class -150in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) as per SI No- 6.1.1 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 in :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) as SI No-5.1.2 6 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)Above Plinth Lvl as SI No-5.2.2 7 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) Upto Plinth Lvl as SI No-5.1.2 8 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). Above Plinth Lvl as SI No-5.3 9 Steel reinforcement for R.C.C. work ready to use cut and bend rebars of approved make from factory/workshop to construction site including placing in position and binding all complete in Thermo-Mechanically Treated bars of grade Fe-500D or more. As per SI. No.- 5.22 B.1 10 Brick work with common burnt clay bricks of M-150 Class in super structure above plinth level upto floor V level in all shapes and sizes in cement mortar 1:4 ( 1 cement : 4 coarse sand ) as per SI no 6.4.1 11 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. (11a)Using M.S. angels 40x40x6 mm for diagonal braces 12 Using flats 30x6mm for diagonal braces and central cross piece 13 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 : 6 coarse sand (zone-lll) derived from natural sources : 12 graded brick ballast 40 mm nominal size derived from natural sources) As per SI no. 4.1.10 14 12 mm thick cement plaster on roof of mix 1:3 ( 1 cement & 3 fine sand ) as per IS 13.7.1 15 12 mm thick cement plaster of mix 1:4 ( 1 cement & 4 course sand )as per IS 13.4.1 16 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 as per SI no 11.41.2 17 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to 1.8. 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 as per SI no 11.46.2 18 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 as per SI no 11.48.2 19 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 as per Sl no. -13.62.1 20 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 as per Sl no. -13.41.1 Two Coats 21 Finishing walls with Acrylic Smooth exterior paint of required shade: New work (Two or more coats applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) as per Sl no. -13.46.1 Two Coats 22 Providing and applying white cement based putty of average thickness 1 mm of approved brand and manufacturer,over the plasterd wall surface even and smooth surface as per Sl no. -13.80 23 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. As per SI- 12.41.2 24 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%, umidity resistance of 99%, NRC0.50 to 0.75 as per IS 8225:1987, Non combustible as per BS 476 (part 4)-1970 and light reflectance of 85% (minimum) to be laid in true horizontal level suspended on inter-locking metalThe work shall be carried out as per specifications, drawing and as per directions of the Engineer-in-Charge.With semi perforated 12 mm thick micro tegular edged GRGfalse ceiling tiles.DSR 26.26.1 25 Centering and shuttering including stutting, propping etc. and removal of form.Beam /Band as per SI- 5.9.5 26 Centering and shuttering including stutting, propping etc. and removal of form.Column as per SI- 5.9.6 27 Centering and shuttering including stutting, propping etc. and removal of form.Foundation as per SI- 5.9.1 28 Centering and shuttering including stutting, propping etc. and removal of form.Slab as per SI- 5.9.3 29 Supply & fixing of 25 mm dia PVC Conduit DSR 1225 30 Supply & fixing of 200 x 250mm 100 Deep Metal Box DSR 1319 31 Supply & fixing of informatery sign board 32 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. 33 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 34 Add for Invertor wiring in wiring point for Light/Fan/Plug with 1.5 mm Cu Wire. 35 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. 36 SupplyingandfixingsuitablesizeGIboxwithmodularplateandcoverinfronton surfaceorinrecess,includingprovidingandfixing6pin5/6&15/16Amodular socket outlet and 15/16 A modular switch, connections etc. as required. 37 Supply and fixing ofLED Tube Light batten fittingsuitable for up to 1 X 22 watt LED tube light on surface complete in all respect. - CAT-AAA 38 Supply and fixing of 12 Watt to 15 Watt indoorRecess 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 39 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 deliveryminimum 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 ACSupply, earthing etc. complete as required. 40 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. 41 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
Contract Date: May 28, 2025 Contract Value : ₹ 12.47 Lakh
Government Departments No of Bidders 2
Uttar Pradesh View Result →
49.
Public Administrative Department #7251529 AOC
Tender For Construction Work Of Creche In Collectorate Premises (Next To Vikas Bhawan) Under Critical Gaps Scheme - Clearing jungleincluding up rooting of rank vegetation grassbush wood treesandsaplingofgirthupto30cm.Measuredataheightof1meter abovegroundlevelandremovalofrubbishuptoadistanceof50m. outside the periphery of area cleared as per SI.No. 2.31 2 Earthworkinexcavationbymechanicalmeans(Hydraulicexcavator)/ manual meansin foundationtrenchesordrains(notexceeding1.5min widthor10sqmonplan),includingdressingofsidesandrammingof bottoms, for all lift, including getting out the excavated soil and disposal ofsurplusexcavated soilasdirected,withinaleadof50m.Allkindsofsoil as per SI.No. 2.8.1 3 Providing and laying in positioncement 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 :8gradedstoneaggregate40mmnominalsizederivedfromnatural sources) As per SI no. 4.1.8 4 Reinforcedcementconcreteworkinwalls(anythickness),including attachedpilasters,buttresses,plinthandstringcourses,fillets,columns, pillars,piers,abutments,postsandstrutsetc.aboveplinthlevelupto floorfivelevel, excludingcostofcentering, shuttering, finishingand reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources: 3gradedstoneaggregate20mmnominal sizederived from natural sources)Above Plinth Lvl as SI No-5.2.2 upto plinth 5 centering and suttering i/c all DSR 5.9.6 6 Brick work with common burnt clay (non modular) bricks of class -150infoundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) as per SI No- 6.1.2 7 Providingandlayinginpositionspecifiedgradeofreinforcedcement concrete excluding the cost of centering, shuttering, finishing and reinforcement-Allworkuptoplinthlevelin:1:1.5:3(1cement:1.5 coarsesand:3gradedstoneaggregate20mmnominalsize)asSINo-5.1.2 8 centering and suttering i/c all DSR 5.9.5 9 BrickworkwithcommonburntclaybricksofM-150ClassinsuperstructureaboveplinthleveluptofloorVlevelinallshapesandsizesin cement mortar 1:6 ( 1 cement : 6 coarse sand ) as per SI no 6.4.2 10 providing and moulding of 18mm thick marble/granite …..DSR No. 8.3.1 11 Excavating,supplyingandfillingoflocalearth(includingroyalty)by mechanicaltransportuptoaleadof5kmalsoincludingrammingand wateringoftheearthinlayersnotexceeding20cmintrenches,plinth, sides of foundation etc. complete. (Under Floor) as per SI.No. 2.25 (a) 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 reinforcementwith1:1.5:3(1cement:1.5 coarsesand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources). Above Plinth Lvl as SI No-5.3 13 Steel reinforcement for R.C.C. work ready to use cut and bend rebars of approvedmakefromfactory/workshoptoconstructionsiteincluding placinginpositionandbindingallcompleteinThermo-MechanicallyTreated bars of grade Fe-500D or more. As per SI. No.- 5.22 B.1 14 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. M.S. Angle35x35x5 for door frames as per SI no. 10.31 15 providing and factory made ISI marked steel……10.11.1 Fabrication of Z- section steel windows with grill 16 grill 10.25.2 17 providing and fixing glass panes with putty and glazing clips in steel doors windows clerestory all complete with 4.0mm thick glass panes as per SI No. 10.30.1 18 ProvidingandfixingISImarkedflushdoorshuttersconformingtoIS: 2202 (Part I) non- decorative type, core of block board construction with frame of 1 st 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 withnecessary.ExtraforcuttingrebateinflushdoorshuttersasperSINo- 9.21.2 19 12 mm thick cement plaster of mix 1:6 ( 1 cement & 6 course sand ) InnerSide as per IS 13.4.2 20 12 mm thick cement plaster of mix 1:6 ( 1 cement & 6 course sand ) OuterSide as per IS 13.4.2 21 12mm thick cement plaster of mix 1:3 (1cement & 3course sand) with neat finish/floting coat side as per DSR. No.13.9.1 22 Making drip course/ grove in plasteri/c DSR No. 5.30 23 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. as per SI no 2.27 24 DilutingandinjectingchemicalemulsionforPOST-CONSTRUCTIONAL anti-termitetreatment(excludingthecostofchemicalemulsion) Treatmentofsoilunderexistingfloorsusingchemicalemulsion@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 existingfloor:With Chlorpyriphos/Lindane E.C. 20% with 1% concentration as per SI.No. 2.35.3.1 25 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone) finished with floating coat of neat cement, including cement slurry, but excludingthecostofnosingofstepsetc.40mmthickfloor20mmnominal size stone aggregate. As SI No. 11.3.1 26 Plane cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded 20 mm stone grit) as per SI no 279 a 27 Providing & laying rectified glazed ceramic floor tiles of size 300x300 mm ormore(thicknesstobespecifiedbythemanufacturer),of1stquality confirmingtoIS:15622,ofapprovedmake,in colourswhite,ivory,grey, fumeredbrown,laidon20mmthickcementmortar1:4(1cement:4 coarsesand),[email protected]/sqmincluding grountingthe joints with white cement and matching pigmrnts etc.,complete as per SI no. 11.39 28 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to 1.8. 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 as per SI no 11.46.2 29 Painting with synthetic enamel paint of approved brand and manufacture ofrequiredcolourtogiveanevenshade:Twoormorecoatsonnew work over an under coat of suitable shade with ordinary paint ofapproved brand and manufacture as per Sl no. -13.62.1 30 Distemperingwith1stqualityacrylicdistemper(readymixed)having VOCcontentlessthan50gram/litre,ofapprovedmanufacturerandof required shade and colour all complete to achieve even shade and colour : New work(two ormore coats) over and including waterthinnable priming coat with cement primer having VOC content less than 50 gram/litre as per Sl no. -13.41.1 Two Coats 31 Finishing walls with Acrylic Smooth exterior paint of required shade: New work (Two or more coats applied @ 1.67ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) as per Sl no.-13.46.1 Two Coats 32 Providing and applying white cement based putty of average thickness 1mmofapproved brandand manufacturer,overtheplasterdwallsurface even and smooth surface as per Sl no. -13.80 33 Hexagonal Fan box 34 S/F of Condute Pipe 35 Earthworkinexcavationbymechanicalmeans(Hydraulicexcavator)/ manual meansin foundationtrenchesordrains(notexceeding1.5min widthor10sqmonplan),includingdressingofsidesandrammingof bottoms, for all lift, including getting out the excavated soil and disposal ofsurplusexcavated soilasdirected,withinaleadof50m.Allkindsof soil as per SI.No. 2.8.1 36 Providing and laying in positioncement 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 :8gradedstoneaggregate40mmnominalsizederivedfromnatural sources) As per SI no. 4.1.8 37 Brick work with common burnt clay (non modular) bricks of class -150infoundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) as per SI No- 6.1.2 38 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 reinforcementwith1:1.5:3(1cement:1.5 coarsesand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources). Above Plinth Lvl as SI No-5.3 39 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone) finished with floating coat of neat cement, including cement slurry, but excludingthecostofnosingofstepsetc.40mmthickfloor20mmnominal size stone aggregate. As SI No. 11.3.1 40 Steel reinforcement for R.C.C. work ready to use cut and bend rebars of approvedmakefromfactory/workshoptoconstructionsiteincluding placinginpositionandbindingallcompleteinThermo-MechanicallyTreated bars of grade Fe-500D or more. As per SI. No.- 5.22 B.1 41 12mm thick cement plaster of mix 1:3 (1cement & 3course sand) with neat finish/floting coat side as per DSR. No.13.9.1 42 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 lovel white P.V.C. flushing cistern, Including flush pipe, with manually vatrolled device (handle lever) conforming to 18 : 7231, with all fittings and fixtures complete, Including cutting and making good the walls and floors wherever required: DSR 17.1.1White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests 43 Providing and fixing wash basin with C.1. 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 cond 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 44 Providing and fixing 600x450 mm beveled edge mirror of superior class (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete 45 PVC work pipe DSR 17.28.1.1 46 P/F PVC 110mm pipe 6kgs Pis including all material labour t&p complete of work.SOR Manpuri 47 P/F of PVC Bend including all material labour t&p complete of work MR 48 Bottle trap 38mm single pipe Modulate with hight of 270mm efective length of tial pipe 260mm from the central of the waste coupling 77mm bridge 25minimum water seal waiting not less than 263GMS DPR. 17.70.2 49 P/F of PVC Coppler 110mm 19.34.1 50 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, lle 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 ete. PWD 18.8 20mm dia nomainal bore 18.8.2 51 25mm dia nomainal bore 18.8.3 52 Providing and fixing gun metal gate valve with C.L. wheel of approved quality (screwed end): PWD 18.17 25mm dia nomainal bore 53 Providing and fixing uplasticised PVC connection pipe with brass unions:DSR 18.21.2.1 30 cm length:15 mun nominal bore 18.21.2.1 54 Providing and fixing G.I. plpes complete with G.J. fittings including trenching and refilling etd PWD 18.12.3 25mm dia 55 Providing and fixing G.I Union in G.I, pipe Including cutting and threading the pipe and making long screws etc, complete (New work) :25 nm nominal bore PWD 18.46.3 56 Cutting holes up to 30x30 cm in walls Including making good the same DSR 18.76 57 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 15mma nominal bore PWD 18.53.1 58 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. PWD 18.48 59 P/F C.P. Brass bib cock of approved quality conferming to IS:893115mm dia nominal bore DSR No18.49.1 60 Kitchen sink without drain board 610x460mm bowl depth 200mmDSR 17.10.2.2 61 Earthworkinexcavationbymechanicalmeans(Hydraulicexcavator)/ manual meansin foundationtrenchesordrains(notexceeding1.5min widthor10sqmonplan),includingdressingofsidesandrammingof bottoms, for all lift, including getting out the excavated soil and disposal ofsurplusexcavated soilasdirected,withinaleadof50m.Allkindsofsoil as per SI.No. 2.8.1 62 Providing and laying in positioncement 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 :8gradedstoneaggregate40mmnominalsizederivedfromnatural sources) As per SI no. 4.1.8 63 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone) finished with floating coat of neat cement, including cement slurry, but excludingthecostofnosingofstepsetc.40mmthickfloor20mmnominal size stone aggregate. As SI No. 11.3.1 64 Brick work with common burnt clay (non modular) bricks of class -150infoundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) as per SI No- 6.1.2 65 12mm thick cement plaster of mix 1:3 (1cement & 3course sand) with neat finish/floting coat side as per DSR. No.13.9.1 66 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 reinforcementwith1:1.5:3(1cement:1.5 coarsesand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources). Above Plinth Lvl as SI No-5.3 67 Steel reinforcement for R.C.C. work ready to use cut and bend rebars of approvedmakefromfactory/workshoptoconstructionsiteincluding placinginpositionandbindingallcompleteinThermo-MechanicallyTreated bars of grade Fe-500D or more. As per SI. No.- 5.22 B.1 68 Filling of brick batt. In soak pit 69 S/F of PVC pipe110 mm dia 70 Wiring for light point/ fan point/ exhaust fan point/ callbellpointwith1.5sq.mmFRLSPVCinsulated copper conductor single core cable in surface / recessedmediumclassPVCconduit,withmodular switch,modularplate,suitableGIboxandearthing the point with 1.5 sq.mm FRLS PVC insulated copperconductor single core cable etc. as required. DSR 1.10.1 71 Wiring for light/power plug with 4x4sq. mmFRLS PVC insulated copper conductor single core cable in surface /recessedmedium classPVC conduit along with 2No. 4 sq.mm FRLS PVCinsulted copper conductor single core cable for loop earthing as required code No. 1.13 72 Wiringforcircuit/submainwiringalongwithearth wirewiththefollowingsizesofFRLSPVCinsulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 2 X2.5 sq. mm + 1 X 2.5 sq. mm earth wire DSR 1.14.2 73 AddforInvertorwiringinwiringpointfor Light/Fan/Plug with 1.5 mm Cu Wire. UPPWD 189(A) 74 Supplying and fixing suitablesize GI box with modularplateandcoverinfrontonsurfaceorin recess,includingprovidingandfixing3pin5/6A modularsocketoutletand5/6Amodularswitch,connections etc. as required. DSR 1.31 75 Supplyandfixingof LEDTubeLightbattenfittingsuitableforupto1X22wattLEDtubelighton surface complete in all respect. - CAT-AAA UPPWD 1413(A) 76 Supplyandfixingof LEDStreetlightFitting having die cast aluminium body and diffuser with driver set suitablefor 45 wattto50Watt.ConfirmingtoIP66protection complete in all respect. CAT-AA UPPWD 1421 77 supply ofceilling fan with fan motor of A.C parmanent insulation capicitor rating conforming bee5 star rating and IS:374/79 and alsocomply with IS:1709/1984 with latest amendment the rated voltage220/240 volts 50Hz,1-ph AC the fan assemble shouldconsist of down rod blades,shacklescanopies etcand with double ball bearing system(BEE 5 star rated- 1200/900 sweep) M.R 78 Extraforfixingthelouvers/shutterscompletewith frame for a exhaust fan of all sizes DSR 1.51 79 Supplyingandfixingfollowingway,horizontaltype threepoleand neutral, sheetsteel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar,interconnections,powderpaintedincluding earthingetc.asrequired.4way(4+12),Doubledoor DSR 2.4.1 80 Supplyingandfixing5Ato32Arating,240/415V, 10kA,Ccurve,miniaturecircuitbreakersuitable forinductiveloadoffollowingpolesintheexisting MCB DB complete with connections, testing andcommissioning etc. as required. Single pole DSR 2.10.1 81 SupplyandburringofSafeEarthingElectrodeT-19 (HotDipGalvanized),Lengthupto2000mm,outer pipe 50mm, inner pipe 25, terminal Dia 12 mm, outer GIpipeof16swg andinnerGI pipeof 12swgwith HotDipGalvanizationupto100micronfilledwith crystalline conductive mixture (CCM) having anti corrosive&conductivepropertywith50kgs activated soil (BFC) capable of reducing the soil resistivitywithgoodmixtureofretainingcapacity 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: Asapproved in U.P. P.W.D., & C.P.R.I. Certified. UPPWD 725(A) 82 Supplying & Laying of 25mmx3mm G.I. Strip forearthingpurposeasrequiredcompleteinall respects.UPPWD 716 83 Supply and fixing of batten/angle batten/holder complete in all respetc. S.I.No. 405 84 Supply and fixing of C02 type fire extinguisher 4.5 kg. capacity (ISIMarkedIS:2878&TACapproved) completewithinitialchargeandwallbracket,along withsupplyofallmaterialsandlabourforpropercompletion of work.UP PWD 1132
Contract Date: Apr 17, 2025 Contract Value : ₹ 19.63 Lakh
Government Departments No of Bidders 4
Uttar Pradesh View Result →
50.
Heavy Industries and Public Enterprises #7223719 AOC
Carrying out Special repairs works by providing chemical treatment to the RCC Structural members and allied civil works of Traffic Building at Santacruz Bus Depot. -Under Section 353-B of MMC Act 1888 - 1 Civil Works 2 2nd class brick masonry23 cm thick in C.M. (1:6) 3 2nd class half brick masonryin C.M. (1:4) 4 Providing and erecting sturdy steel H-frame scaffolding at any height, making proper platforms at required levels to work on and for debris collection, covering entire surface with jute kantan including necessary supports etc. for the entire duration of the works including dismantling and taking away on completion of work from the site etc. complete. 5 Providind and fixing temporary nylon safety net of approved quality/colour and design having combination of mesh of approx. 8mm thick rope having spacing 150mm X 150mm and approx. 12mm thick rope for periphery (outer edge) along with approx. 2mm thick nylon mesh (single cord) 25mm X 25mm with necessary support at suitable level to tie this net horizontally and to make proper arrangement to safely catch falling debris, C.C. lumps, broken A.C. sheets etc. during progress of work to safeguard pedestrain/staff movement below and removing the net after completion of work as directed by the Engineer. 6 Cement concrete (1:2:4) bed blocks, sills, coping, lintels and pile caps 7 Sand faced cement plaster (in two coats) for replastering work by using Readymix Mortar. 8 10mm thick cement plaster with neeru finish by using Readymix Mortar. 9 20mm thick cement plaster with neeru finish by using Readymix Mortar. 10 20mm thick cement plaster finished smooth with neat cement by using Readymix Mortar. 11 Polymer modified mortar of thickness upto 10mm applied to the deteriorated concrete surfaces of non-structural RCC members viz. Chajjas, fins, projected bands, pardi, etc. including providing antirust treatment to the exposted reinforcement etc complete and as per Special Specifications. 12 Readymix Polymer modified mortar applied to the deteriorated concrete surfaces of RCC structural members viz. Columns, Beams and Slabs including providing antirust treatment to the exposed reinforcement etc complete.as per ‘Special Specification’. 13 Providing & applying premix repair treatment to deteriorated RCC member (slab, beams & columns) at any location /height by providing micro-concrete including necessary supporting arrangement, scaffolding, working platform etc. complete as per ‘Special Specification’. 14 Filling Joints / Separation crack with polymer modified morter (avg. 30mm thick) at the junction of brick masonry & RCC frame members by forming groove or racking out the joint by mechanical cutter etc. as per Special Specifications. 15 Cutting core (100mm dia) in slab of thickness upto 200mm using core cutting machine for placing micro concrete 16 High strength deformed bars reinforcement (Grade Fe-415). 17 Drilling 14mm dia minimum 300mm long (For 10mm bar) in existing RCC member cleaning the hole with blower and brushing, grouting the bars using HILTI-HY-150, dispenser and other equipment supported by HILTI or its equivalent including providing threads of required length to minimum 10% of bars including conducting test for anchorage for 3 nos bars at random. 18 Drilling 16mm dia minimum 300mm long (For 12mm bar) in existing RCC member cleaning the hole with blower and brushing, grouting the bars using HILTI-HY - 150, dispenser and other equipment supported by HILTI or its equivalent including providing threads of required length to minimum 10% of bars including conducting test for anchorage for 3 nos bars at random. 19 Drilling 20mm dia minimum 300mm long (For 16mm bar)in existing RCC member cleaning the hole with blower and brushing, grouting the bars using HILTI-HY-150, dispenser and other equipment supported by HILTI or its equivalent including providing threads of required length to minimum 10% of bars including conducting test for anchorage for 3 nos bars at random. 20 Providing HSD bar (8 mm Dia) hooks and fixing it to rebar for holding it in proper position including drilling 12 mm dia hole 40 mm deep in existing RCC members, cleaning the hole with blower , grouting the bar with bonding agent ( HILTI RE 500) as per Manufacturers Specifications. 21 Black Madras or Cuddapah stone double machine polished (25mm to 40mm thick) of uniform in thickness for benches / shelves, platforms, etc. including fixing in position with c.m.(1:2). 22 Glazed / Matt finish with plain colour / White tiles flooring of various sizes. 23 Glazed / Matt finish with plain colour / White tiles dado and skirting with various sizes. 24 Kotah stone (green or blue) double machine polished (25mm to 40mm thick) flooring. 25 19 mm thick machine cut double machine polished white/ green marble of uniform thickness in single / double pieces (width wise) for door frame including fixing in neat cement on minimum 20 mm thick c.m. (1:4) bedding. 26 140mm to 150mm wide 15mm to 19 mm thick machine cut double machine polished White / Green Marble of uniform thickness in single / double pieces (width wise) for window sills including fixing in neat cement on minimum 20mm thick c.m. (1:4) bedding. 27 Aluminium frame single shutter with partly glazed panel and partly 4 mm thick backelite sheet as per Special Specifications. (Excluding Marble frame) 28 Four track Aluminium sliding window excluding outer tubular frame as per Special Specifications. 29 Three track Aluminium sliding window excluding outer tubular frame as per Special Specifications. 30 Two track Aluminium sliding window excluding outer tubular frame as per Special Specifications. 31 Extra for providing staggered type fixed glass ventilators in aluminium sliding window as per Special Specifications. 32 Aluminium glazed window with fixed glass panels as per `Special Specifications. 33 Aluminium glazed window with adjustable type glass louvers as per Special Specifications. 34 Waterbased 100% Acrylic Emulsion Paint with silicon additive (superior quality) qualityas per standard & manufacturers Specifications. 35 White or colour lime wash in three coats. 36 On existing painted surface 37 On new plastered surface 38 Oil bound distemper in two coats over a coat of primer to be applied as per manufacturers specifications 39 On existing painted surface 40 On new plastered surface 41 Enamel paint `B classin two coats over a coat of primer to be applied as per manufacturers specifications 42 15 mm dia. UPVC (Sch.80) pipes with G I fittings including necessary excavation, refilling, scaffolding, making holes in wall, reinstatement etc complete as directed by the Engineer. 43 20 mm dia. UPVC (Sch.80) pipes with G I fittings including necessary excavation, refilling, scaffolding, making holes in wall, reinstatement etc complete as directed by the Engineer. 44 25 mm dia. UPVC (Sch.80) pipes with G I fittings including necessary excavation, refilling, scaffolding, making holes in wall, reinstatement etc complete as directed by the Engineer. 45 32 mm dia. UPVC (Sch.80) pipes with G I fittings including necessary excavation, refilling, scaffolding, making holes in wall, reinstatement etc complete as directed by the Engineer. 46 40 mm dia. UPVC (Sch.80) pipes with G I fittings including necessary excavation, refilling, scaffolding, making holes in wall, reinstatement etc complete as directed by the Engineer. 47 Orissa type W C pan with built in foot rest as per `Special Specifications. (Excl Flush tank with pipe & G I pipeline & stop/push cock) 48 75 mm dia UPVC waste and vent pipe line including necessary fittings as per `Special Specifications. 49 110 mm dia UPVC soil pipe line including necessary fittings as per `Special Specifications. 50 110 mm dia UPVC rain water pipe line including necessary fittings as per `Special Specifications. 51 100mm PVC Nahani Trap 52 Removing the existing MS grill & refixing the same including necessaryrepairs if required as directed by the Engineer 53 MS grill work for modification in the existing MS grill provided to the windows 54 Providing clamping arrangment for downtake drainage / water supply pipes as shown on drawing No 69- 30251 and as directed by the Engineer ( M S supporting bracket will be measured and paid under separate schedule item of structural steel work ) 55 G I U clamp with nuts and bolt arrangement for C I / UPVC drain pipes pipes of various diametres. 56 Providing 5 mm thick G.I. clamp (brackets) arrangement for downtakepipes of any diametres to be fixed on the wall with necessary nailing etc. complete and as directed by the Engineer 57 Breaking plain or reinforced cement concrete including stacking serviceable materials neatly and carting away debris out of the Undertakings premises. 58 Breaking brick or stone masonry including stacking serviceable materials neatly and carting away debris out of Undertakings premises. 59 Removing the existing teakwood/M S door with frame of any size and handing over to the Undertaking at site of work. 60 Removing the existing window with frame of any size and handing over to the Undertaking at site of work. 61 Removing the existing Shahabad/Tandur/Kotah / IPS/mosaic/ white glazed tile flooring or dado and carting away the same out of the Undertakings premises. 62 Removing the existing plaster of any finish and of any thickness from walls, ceilings, terrace parapet wall internally and external plaster. 63 Removing drain pipes (soil, waste water, rain water or vent) of any size with all its accessories. 64 Removing the damaged / corroded existing G I pipe lines of any diameter (underground and above ground) and handing over the released material to the Undertaking including reinstating the surfaces to match with existing surrounding surfaces 65 Removing W C pan including bedding, drainage fittings, etc and carting away the same out of the Undertakings premises.
Contract Date: Apr 09, 2025 Contract Value : ₹ 62.86 Lakh
Local Bodies No of Bidders 7
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