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Tender For Construction Of Phase-B Work At Jnv Howrah (W.B), 1 0.625 BoyS Dormitory With 3 Nos. Warden Residence 2 Earth Work 3 Earth Work In Excavation By Mechanical Means (Hydraulic Excavator) / Manual Means In Foundation Trenches Or Drains (No, howrah-West Bengal

Uttar Pradesh Projects Corporation Limited has published Tender For Construction Of Phase-B Work At Jnv Howrah (W.B), 1 0.625 BoyS Dormitory With 3 Nos. Warden Residence 2 Earth Work 3 Earth Work In Excavation By Mechanical Means (Hydraulic Excavator) / Manual Means In Foundation Trenches Or Drains (No. Submission Date for this Tender is 10-05-2024. Building Work Tenders in howrah West Bengal. Bidders can get complete Tender details and download the document.




Tender Notice

43195621
Tender For Construction Of Phase-B Work At Jnv Howrah (W.B), 1 0.625 BoyS Dormitory With 3 Nos. Warden Residence 2 Earth Work 3 Earth Work In Excavation By Mechanical Means (Hydraulic Excavator) / Manual Means In Foundation Trenches Or Drains (No
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Indian
West Bengal
howrah
10-05-2024

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Tender For Construction Of Phase-B Work At Jnv Howrah ( W.B ) , 1 0.625 BoyS Dormitory With 3 Nos. Warden Residence 2 Earth Work 3 Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) / Manual Means In Foundation Trenches Or Drains ( Not Exceeding 1.5 M In Width Or 10 Sqm On Plan ) , Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M, Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M. All Kinds Of Soil 4 Filling Available Excavated Earth ( Excluding Rock ) In Trenches, Plinth, Sides Of Foundations Etc. In Layers Not Exceeding 20Cm In Depth, Consolidating Each Deposited Layer By Ramming And Watering, Lead Upto 50 M And Lift Upto 1.5 M. 5 Supplying And Filling In Plinth With Sand Under Floors, Including Watering, Ramming, Consolidating And Dressing Complete. 6 Excavating, Supplying And Filling Of Local Earth ( Including Royalty ) By Mechanical Transport Upto A Lead Of 5Km Also Including Ramming And Watering Of The Earth In Layers Not Exceeding 20 Cm In Trenches, Plinth, Sides Of Foundation Etc. Complete. 7 Concrete Work 8 Providing And Laying 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 ) 9 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. 10 Making Plinth Protection 50Mm Thick Of Cement Concrete 1:3:6 ( 1 Cement : 3 Coarse Sand ( Zone-Iii ) Derived From Natural Sources : 6 Graded Stoneaggregate 20 Mm Nominal Size Derived From Natural Sources ) Over 75Mm Thick Bed Of Dry Brick Ballast 40 Mm Nominal Size, Well Rammed And Consolidated And Grouted With Fine Sand, Including Necessary Excavation, Levelling & Dressing & Finishing The Top Smooth. 11 Brick Edging In Full Brick Width And Half Brick Depth Including Excavation, Refilling And Disposal Of Surplus Earth Lead Upto 50 Metres.With Common Burnt Clay F.P.S. ( Non Modular ) Bricks Of Class Designation 7.5 12 Reinforced Cement Concrete 13 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For All Heights : 14 Foundations, Footings, Bases Of Columns, Etc. For Mass Concrete. 15 Suspended Floors, Roofs, Landings, Balconies And Access Platform. 16 Lintels, Beams, Plinth Beams, Girders, Bressumers 17 Columns, Pillars, Piers, Abutments, Posts And Struts. 18 Edges Of Slabs And Breaks In Floors And Walls Under 20 Cm Wide. 19 Steel Reinforcement For R.C.C. Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Upto Plinth Level. Thermo-Mechanically Treated Bars Of Grade Fe-500D Or More. 20 Steel Reinforcement For R.C.C. Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Above Plinth Level. Thermo-Mechanically Treated Bars Of Grade Fe-500 D Or More. 21 Pile Work 22 Boring, Providing And Installation Bored Cast-In-Situ Reinforced Cement Concrete Piles Of Grade M-25 Of Specified Diameter And Length Below The Pile Cap, To Carry A Safe Working Load Not Less Than Specified, Excluding The Cost Of Steel Reinforcement But Including The Cost Of Boring With Bentonite Solution And 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 Etc. By Percussion Drilling Using Direct Mud Circulation ( Dmc ) Or Bailer And Chisel Technique By Tripod And Mechanical Winch Machine 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 ) 400 Mm Dia Piles 23 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. 24 Single Pile Upto 50 Tonne Safe Capacity 25 Initial Test ( Test Load 2.5 Times The Safecapacity ) 26 Routine Test ( Test Load 1.5 Times The Safecapacity ) 27 Group Of Two Or More Piles Upto 50 Tonne Safe Capacity 28 Initial Test ( Test Load 2.5 Times The Safecapacity ) 29 Routine Test ( Test Load 1.5 Times The Safecapacity ) 30 Add For Plaster Drip Course / Groove In Plastered Surface Or Moulding To R.C.C. Projections. 31 Providing And Laying In Position Ready Mixed Or Site Batched Design Mix Cement Concrete For Reinforced Cement Concrete Work; Using Coarse Aggregate And Fine Aggregate Derived From Natural Sources, Portland Pozzolana / Ordinary Portland / Portland Slag Cement, Admixtures In Recommended Proportions As Per Is: 9103 To Accelerate / Retard Setting Of Concrete, To Improve Durability And Workability Without Impairing Strength; Including Pumping Of Concrete To Site Of Laying, Curing, Carriage For All Leads; But Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement As Per Direction Of The Engineer-In-Charge; For The Following Grades Of Concrete.Note: Extra Cement Up To 10% Of The Minimum Specified Cement Content In Design Mix Shall Be Payable Separately. In Case The Cement Contentin Design Mix Is More Than 110% Of The Specified Minimum Cement Content, The Contractor Shall Have Discretion To Either Re-Design The Mix Or Bear The Cost Of Extra Cement. 32 All Works Upto Plinth Level 33 Concrete Of M25 Grade With Minimum Cementcontent Of 330 Kg / Cum 34 ( I ) R.C.C. Work In Footing 35 ( Iii ) R.C.C. Work In Columns 36 All Works Above Plinth Level Upto Floor V Level 37 Concrete Of M25 Grade With Minimum Cementcontent Of 330 Kg / Cum 38 ( I ) R.C.C. Work In Lintel 39 ( Ii ) R.C.C. Work In Beam 40 ( Iii ) R.C.C. Work In Columns 41 ( Iv ) R.C.C. Work In Slab 42 Expansion Joint Treatment 43 Providing And Fixing Of Expansion Joint System Related With Floor Location As Per Drawings And Direction Of Engineer-In-Charge. The Joints System Will Be Of Extruded Aluminum Base Members, Self Aligning / Self Centering Arrangement And Support Plates Etc. As Per Astm B221-02. The System Shall Be Such That It Provides Floor To Floor / Floor To Wall Expansion Control System For Various Vertical Localtion In Load Application Areas That Commodates Multi Directional Seismic Movement Without Stress To ItS Components. System Shall Consist Of Metal Profiles With A Universal Aluminum Base Member Designed To Accommodate Various Project Conditions And Finish Floor Treatments. The Cover Plate Shall Be Designed Of Width And Thickness Required To Satisfy Projects Movement And Loading Requirements And Secured To Base Members By Utilizing Manufacturer’S Pre-Engineered Self- Centering Arrangement That Freely Rotates / Moves In All Directions. The Self - Centering Arrangement Shall Exhibit Circular Sphere Ends That Lock And Slide Inside The Corresponding Aluminum Extrusion Cavity To Allow Freedom Of Movement And Flexure In All Directions Including Vertical Displacement. Provision Of Moisture Barrier Membrane In The Joint System To Have Watertight Joint Is Mandatory Requirement All As Per The Manufactures Design And As Approved By Engineer -In- Charge. ( Material Shall Confirm To Astm 6063 ) . 44 Floor Joint Of 100 Mm Gap 45 Providing And Fixing Of Expansion Joint System Related With Wall Joint ( Internal / External ) Location As Per Drawings And Direction Of Engineer-In- Charge. The Joints Shall Be Of Extruded Aluminum Base Members, Self Aligning / Centering Arrangement And Support Plates As Per Astm B221- 02. The Material Shall Be Such That It Provides An Expansion Joints Systemsuitable For Vertical Wall To Wall / Wall To Corner Application, Both New And Existing Construction In Office Buildings & Complexes With No Slipping Down Tendency Amongst The Components Of The Joint System. The Joint System Shall Utilize Light Weight Aluminum Profiles Exhibiting Minimal Exposed Aluminum Surfaces Mechanically Snap Locking The Multicellular To Facilitate Movement. ( Material Shall Confirm To Astm 6063 ) . 46 Wall Joint Of 100 Mm Gap 47 Providing And Fixing Of Expansion Joint System Of Approved Make And Manufacture For Various Roof Locations As Per Approved Drawings And Direction Of Engineer-In-Charge. The Joints Shall Be Of Extruded Aluminum Base Members With, Self Aligning And Self Centering Arragement Support Plates As Per Astm B221-02. The System Shall Be Such That It Provides Water Tight Roof To Roof / Roof To Corner Joint Cover Expansion Control System That Is Capable Of Accommodating Multidirectional Seismic Movement Without Stress To Its Components. System Shall Consist Of Metal Profile That Incorporates A Universal Aluminum Base Member Designed To 48 Accommodate Various Project Conditions And Roof Treatments. The Cover Plate Shall Be Designed Of Width And Thickness Required To Satisfy Movement And Loading Requirements And Secured To Base Members By Utilizing Manufacturer’S Pre-Engineered Self-Centering Arrangement That Freely Rotates / Moves In All Directions. The Self Centering Arrangement Shall Exhibit Circular Sphere Ends That Lock And Slide Inside The Corresponding Aluminum Extrusion Cavity To Allow Freedom Of Movement And Flexure In All Directions Including Vertical Displacement. The Joint System Shall Resists Damage Or Deterioration From The Impact Of Falling Ice, Exposure To Uv, Airborne Contaminants And Occasional Foot Traffic From Maintenance Personnel. Provision Of Moisture Barrier Membrane In The Joint System To Have Water Tight Joint Is Mandatory Requirement. ( Material Shall Confirm To Astm 6063. ) 49 Roof Joint Of 100 Mm Gap 50 Masonry Work 51 Half Brick Masonry With Common Burnt Clay F.P.S. ( Non Modular ) Bricks Of Class Designation 7.5 In Superstructure Above Plinth Level Up To Floor V Level.Cement Mortar 1:4 ( 1 Cement :4 Coarse Sand ) 52 Extra For Providing And Placing In Position 2 Nos 6Mm Dia. M.S. Bars At Every Third Course Of Half Brick Masonry. 53 Brick Work With Non Modular Fly Ash Bricks Conforming To Is:12894, Class Designation 10 Average Compressive Strength In Superstructure Above Plinth Level Up To Floor V Levelin : Cement Mortar 1:6 ( 1 Cement : 6 Coarse Sand ) 54 Providing And Laying Autoclaved Aerated Cement Blocks Masonry With 150Mm / 230Mm / 300 Mm Thick Aac Blocks In Super Structure Above Plinth Level Up To Floor V Level With Rcc Band At Sill Level And Lintel Level With Approved Block Laying Polymer Modified Adhesive Mortar All Complete As Per Direction Of Engineer-In-Charge. ( The Payment Of Rccband And Reinforcement Shall Be Made For Seperately ) . 55 Brick Work With Non Modular Fly Ash Bricks Conforming To Is:12894, Class Designation 10 Average Compressive Strength In Foundation And Plinth In : Cement Mortar 1:6 ( 1 Cement : 6 Coarse Sand ) 56 Cladding Work 57 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. 58 Granite Stone Slab Colour Black, Cherry / Ruby Red 59 Area Of Slab Upto 0.50 Sqm 60 Area Of Slab Over 0.50 Sqm 61 Providing Edge Moulding To 18Mm Thick Marble Stone Counters, Vanities Etc. Including Machine Polishing To Edge To Give High Gloss Finish Etc. Complete As Per Design Approved By Engineer-In-Charge. 62 Granite Work 63 Extra For Fixing Marble / Granite Stone Over And Above Corresponding Basic Item, In Facia And Drops Of Width Upto 150 Mm With Epoxy Resin Based Adhesive Including Cleaning Etc. Complete. 64 Extra For Providing Opening Of Required Size & Shape For Wash Basins / Kitchen Sink In Kitchen Platform, Vanity Counters And Similar Location In Marble / Granite / Stone Work Including Necessary Holes For Pillar Taps Etc. Including Moulding, Rubbing And Polishing Of Cut Edges Etc. Complete. 65 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. 66 Wood And Pvc Work 67 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 68 Extra For Providing Lipping With 2Nd Class Teak Wood Battens 25 Mm Minimum Depth On All Edges Of Flush Door Shutters ( Over All Area Of Door Shutter To Be Measured ) . 69 Extra For Cutting Rebate In Flush Door Shutters ( Total Area Of The Shutter To Be Measured ) . 70 Providing And Fixing M.S. Grills Of Required Pattern In Frames Of Windows Etc. With M.S. Flats, Square Or Round Bars Etc. Including Priming Coat With Approved Steel Primer All Complete. Fixed To Steel Windows By Welding. 71 Providing And Fixing Oxidised M.S. Casement Stays ( Straight Peg Type ) With Necessary Screws Etc. Complete. 72 300 Mm Weighing Not Less Than 200 Gms 73 250 Mm Weighing Not Less Than 150 Gms 74 Providing And Fixing Aluminium Hanging Floor Door Stopper Isi Marked Anodised ( Anodic Coating Not Less Than Grade Ac 10 As Per Is : 1868 ) Transparent Or Dyed To Required Colour Or Shade With Necessary Screws Etc. Complete. Twin Rubber Stopper 75 Providing And Fixing Factory Made Door Frame ( Single Rebate ) Made Out Of Single Piece Extruded Solid Pvc Foam Profile With Homogenous Fine Cellular Structure Having Smooth Outer Integral Skin Having 62 Mm Width & 32 Mm Thickness, Frame Will Be Mitred & Jointed With Self Driven Self Tapping Screws Of Size 38 Mm X 4 Mm & Pvc Solvent Cement, Including Fixing The Frame To Wall With Suitable Dia & Length Anchor Fastener As Per ManufacturerS Specification And Direction Of Engineer-In-Charge. 76 Providing And Fixing Pvc Rigid Foam Sheet 1 Mm Thick On Existing Door Shutters ( Bathroom And W.C. Doors ) Using Synthetic Rubber Based Adhesive. 77 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 : 30 Mm Thick Shutters With Isi Marked Stainless Steel Butt Hinges Of Required Size Kiln Seasoned And Chemically Treated Hollock Wood 78 Providing And Fixing Bright / Matt Finished Stainless Steel Handles Of Approved Quality & Make With Necessary Screws Etc All Complete. ( A ) 125 Mm. 79 Providing & Fixing Stainless Steel Sliding Door Bolts Isi Marked Anodised ( Anodic Coating Not Less Than Grade Ac 10 As Per Is : 1868 ) Transparent Or Dyed To Required Colour Or Shade With Nuts And Screws Etc Complete. ( A ) 250Mm X 16Mm . 80 Providing And Fixing Stainless Steel Towerbolts ( Barrel Type ) With Necessary Screws Etc. Complete. 81 300 X 10Mm 82 150 X 10Mm 83 Steel Work 84 Providing And Fixing Factory Made Isi Marked Steel Glazed Doors, Windows And Ventilators, Side / Top / Centre Hung, With Beading And All Members Such As F7d, F4b, K11 B And K12 B Etc. Complete Of Standard Rolled Steel Sections, Joints Mitred And Flash Butt Welded And Sash Bars Tenoned And Riveted, Including Providing And Fixing Of Hinges, Pivots, Including Priming Coat Of Approved Steel Primer, But Excluding The Cost Of Other Fittings, Complete All As Per Approved Design, ( Sectional Weight Of Only Steel Members Shall Be Measured For Payment ) . Fixing With 15X3 Mm Lugs 10 Cm Long Embedded In Cement Concrete Block 15X10x10 Cm Of C.C. 1:3:6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size ) . 85 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 86 Providing And Fixing M.S. Tubular Frames For Doors, Windows, Ventilators And Cupboard With Rectangular / L-Type Sections, Made Of 1.60 Mm Thick M.S. Sheet, Joints Mitred, Welded And Grinded Finish, With Profiles Of Required Size, Including Fixing Of Necessary Butt Hinges And Screws And Applying A Priming Coat Of Approved Steel Primer.Fixing With 15X3 Mm Lugs 10 Cm Long Embedded In Cement Concrete Block 15X10x10 Cm Of C.C. 1:3:6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size ) 87 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. 88 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 89 Providing And Fixing Stainless Steel ( Grade 304 ) Railing Made Of Hollow Tubes, Channels, Plates Etc., Including Welding, Grinding, Buffing, Polishing And Making Curvature ( Wherever Required ) And Fitting The Same With Necessary Stainless Steel Nuts And Bolts Complete, I / C Fixing The Railing With Necessary Accessories & Stainless Steel Dash Fasteners , Stainless Steel Bolts Etc., Of Required Size, On The Top Of The Floor Or The Side Of Waist Slab With Suitable Arrangement As Per Approval Of Engineer-In-Charge. 90 Providing & Fixing Glass Panes With Putty And Glazing Clips In Steel Doors, Windows, Clerestory Windows, All Complete With : 4.0 Mm Thick Glass Panes. 91 Flooring 92 Cement Concrete Flooring 1:2:4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate ) Finished With A Floating Coat Of Neat Cement, Including Cement Slurry, But Excluding The Cost Of Nosing Of Steps Etc. Complete.40 Mm Thick With 20 Mm Nominal Size Stone Aggregate 93 Chequerred Precast Cement Concrete Tiles 22 Mm Thick In Footpath & Courtyard, Jointed With Neat Cement Slurry Mixed With Pigment To Match The Shade Of Tiles, Including Rubbing And Cleaning Etc. Complete, On 20 Mm Thick Bed Of Cement Mortar 1:4 ( 1 Cement: 4 Coarse Sand ) . Medium Shade Pigment Using 50% White Cement 50% Grey Cement 94 Kota Stone Slab Flooring Over 20 Mm ( Average ) Thick Base Laid Over And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slab, Including Rubbing And Polishing Complete With Base Of Cement Mortar 1 : 4 ( 1 Cement : 4 Coarse Sand ) : 25 Mm Thick 95 Kota Stone Slabs 20 Mm Thick In Risers Of Steps, Skirting, Dado And Pillars Laid On 12 Mm ( Average ) Thick Cement Mortar 1:3 ( 1 Cement: 3 Coarse Sand ) And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slabs, Including Rubbing And Polishing Complete. 96 Providing And Laying Ceramic Glazed Floor Tiles Of Size 300X300 Mm ( Thickness To Be Specified By The Manufacturer ) Of 1St Quality Conformingto Is : 15622 Of Approved Make In Colours Such As White, Ivory, Grey, Fume Red Brown, Laid On 20 Mm Thick Cement Mortar 1:4 ( 1 Cement :4 Coarse Sand ) , Jointing With Grey Cement Slurry @ 3.3 Kg / Sqm Includingpointing The Joints With White Cement And Matching Pigment Etc., Complete. 97 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 98 Providing And Laying Vitrified Tiles In Different Sizes ( Thickness To Be Specified By Manufacturer ) , With Water Absorption Less Than 0.08 % And Conforming To I.S. 15622, Of Approved Make, In All Colours & Shade, In Skirting, Riser Of Steps, Over 12 Mm Thick Bed Of Cement Mortar 1:3 ( 1 Cement: 3 Coarse Sand ) , Jointing With Grey Cement Slurry @ 3.3Kg / Sqm Including Grouting The Joint With White Cement & Matching Pigments Etc. Complete. Size Of Tile 600X600 Mm 99 Providing And Laying 60Mm Thick Faciory Made Cement Concrete Interlocking Paver Block Of M -30 Grade Made By Block Making Machine With Strong Vibratory Compaction, Of Approved 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. 100 P & Laying Cement Concrete 101 Finishing 102 15 Mm Cement Plaster On The Rough Side Of Single Or Half Brick Wall Of Mix : 1:6 ( 1 Cement: 6 Coarse Sand ) 103 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. 1:6 ( 1 Cement: 6 Coarse Sand ) 104 6 Mm Cement Plaster On Celling ( A ) 1:3 ( 1 Cement:3 Fine Sand ) 105 Distempering With Oil Bound Washable Distemper Of Approved Brand And Manufacture To Give An Even Shade : New Work ( Two Or More Coats ) Over And Including Water Thinnable Priming Coat With Cement Primer. 106 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 ) . 107 Steel Painting:Applying Priming Coat: 108 With Ready Mixed Pink Or Grey Primer Of Approved Brand And Manufacture On Wood Work ( Hard And Soft Wood ) 109 With Ready Mixed Red Oxide Zink Chromate Primer Of Approved Brand And Manufacture On Steel Galvanised Iron / Steel Works. 110 Painting Withsynthetic Enamel Paint Of Approvedbrandand Manufactureto Give An Even Shade: Two Or More Coats On New Work. 111 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. 112 Water Proofing 113 Providing And Laying Water Proofing Treatment In Sunken Portion Of Wcs, Bathroom Etc., By Applying Cement Slurry Mixed With Water Proofing Cement Compound Consisting Of Applying : A ) First Layer Of Slurry Of Cement @ 0.488 Kg / Sqm Mixed With Water Proofing Cement Compound @ 0.253 Kg / Sqm. This Layer Will Be Allowed To Air Cure For 4 Hours. B ) Second Layer Of Slurry Of Cement @ 0.242 Kg / Sqm Mixed With Water Proofing Cement Compound @ 0.126 Kg / Sqm. This Layer Will Be Allowed To Air Cure For 4 Hours Followed With Water Curing For 48 Hours. The Rate Includes Preparation Of Surface, Treatment And Sealing Of All Joints, Corners, Junctions Of Pipes And Masonry With Polymer Mixed Slurry. 114 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 : 115 With Residual Type Petroleum Bitumen Of Grade Vg -10 116 Supply & Fixing Of Prepainted Coloured Trapezoidal Or Approved Profiled Sheeting 1000-1020 Mm Cover Width, 28-30 Mm High Crests With Subtle Square Fluting In The Five Pan At Nominal 190-255 Mm ( As Approved By Eic ) Centre-To-Centre Manufactured Out Of 0.50 Mm Tct Hi-Tensile Prepainted Zincalume / Galvalume Steel ( Az-150 Gsm. Aluminium –Zinc Alloy Metallic Coating Of Total Both Sides 550 Mpa Yield Stress As Per As-1397 ) . Colour / Exterior Coat Of Rmp 20 Micron Top Coat Applied Over 5 Micron Primer And A 5 Micron Polyester Back Coat Applied Over 5 Microns Primer Or Equivalent Coating / Painting. The Sheet Shall Have Wide Pans With Stiffening Ribs For Effective Water Shedding And Special Male / Female Ends With Full Return Legs On Side Laps For Purlin Support. The Male End Of The Sheet Shall Have Anti-Capillary Flute At Side Laps To Prevent Leakages. The Sheet Shall Be Fixed By Means Of Anti Corrosive Approved Make Rust Shield ( Epoxy Polymer ) Coated Self-Drilling Self Tapping Fasteners 12-14 X 55 Mm With Epdm Seals Through Crest For Roofing And 12-24 X 20 Mm Through Valley ( Pans ) For Wall Cladding. The Sheet Shall Be Supplied In Lengths Maximum Up To 6-12 Meter Long To Suit Site Dimensions. The Scope Includes All Sealing Of Joint, Curves, Edges Or Other Accessories With Silicon Sealant. 117 Providing And Filling Of Aac Lightweight Broken Blocks Sunken Portions. 118 2.1 Mtht. Boundary Wall 119 Plumbing Internal Estimate ( 0.625 Unit Boys Dormitory With 3 Nos Warden Residence ) 120 Sub Head– I Sanitary Installation 121 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:. 122 White Vitreous China Orissa Pattern W.C. Pan Of Size 580X440 Mm With Integral Type Foot Rests. 123 Providing And Fixing White Vitreous China Pedestal Type Water Closet ( European Type ) With Seat And Lid, 10 Litre Low Level White Vitreous China Flushing Cistern & C.P. Flush Bend With Fittings & C.I. Brackets, 40 Mm Flush Bend, Overflow Arrangement With Specials Of Standard Make And Mosquito Proof Coupling Of Approved Municipal Design Complete, Including Painting Of Fittings And Brackets, Cutting And Making Good The Walls And Floors Wherever Required : 124 W.C. Pan With Isi Marked White Solid Plastic Seat And Lid 125 Providing And Fixing Floor Mounted, White Vitreous China Single Piece, Double Traps Syphonic Water Closet Of Approved Brand / Make, Shape, Size And Pattern Including Integrated White Vitreous China Cistern Of Capacity 10 Litres With Dual Flushing System, Including All Fittings And Fixtures With Seat Cover, Cistern Fittings, Nuts, Bolts And Gasket Etc Including Making Connection With The Existing P / S Trap, Complete In All Respect As Per Directions Of Engineer-In-Charge. 126 Providing And Fixing White Vitreous China Battery Based Infrared Sensor Operated Urinal Of Approx. Size 610 X 390 X 370 Mm Having Pre & Post Flushing With Water ( 250 Ml & 500 Ml Consumption ) , Having Water Inlet From Back Side, Including Fixing To Wall With Suitable Brackets All As Per Manufacturers Specification Anddirection Of Engineer-In-Charge. 127 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: 128 White Vitreous China Wash Basin Size 550X400 Mmwith A Pair Of 15 Mm C.P. Brass Pillar Taps 129 Providing And Fixingwhite Vitreous China Wash Basin Under Counter Basin, With C.I. Concealed Type Brackets Fixed To Walls With Gi Rag Bolts Or Approved Fasteners Etc., Including 32 Mm Cp Brass Waste Coupling, Includingpainting Of Fittings And Brackets, Cutting And Making Good The Walls Wherever Required All Complete ( Granite Counter Top Will Be Measured And Paid Separately Under Relevent Item ) : As Per Approved Make And Decision Of Engineer-In-Charge 130 Providing And Fixing Toilet Paper Holder : 131 C.P. Brass 132 Providingandfixingcpbrassauto Closing System Basin Pillartap / Hand Washofjaquar Prs - 001 Or Equivalentasapprovedbyengineer-In Charge 133 Providingandfixingcpbrasssingle Lever Basin Mixerwithout Popowith 450Mm Long Braided Hose ( Connection Pipe ) Basin Pillartapofjaquar Lyr-38001B Or Equivalentasapprovedbyengineer-In Charge. 134 Providing And Fixing 32Mm C.P Brass Bottle Trap Of Approved Quality & Make As Per The Direction Of Engineer-In-Incharge. 135 Providing And Fixing 600X450 Mm Beveled Edge Mirror Of Superior Glass ( Of Approved Quality ) Complete With 6 Mm Thick Hard Board Ground Fixed To Wooden Cleats With C.P. Brass Screws And Washers Complete. 136 Providing And Fixing Stainless Steel A Isi 304 ( 18 / 8 ) Kitchen Sink As Per Is : 13983 With C.I. Brackets And Stainless Steel Plug 40 Mm, Including Paintingoffittingsandbrackets, Cuttingandmakinggoodthewalls Wherever Required : 137 Kitchen Sink With Drain Board 138 510X1040 Mm Bowl Depth 250Mm 139 Kitchen Sink Without Drain Board 140 610X460 Mm Bowl Depth 200 Mm 141 Providing And Fixing White Vitreous China Laboratory Sink With C.I. Brackets, C.P. Brass Chain With Rubber Plug, 40 Mm C.P Brass Waste And 40Mm C.P. Brass Trap With Necessary C.P. Brass Unions Complete, Including Painting Of Fittings And Brackets, Cutting And Making Good The Wall Wherever Required : 142 Size 450X300x150 Mm 143 Providing And Fixing P.V.C. Waste Pipe For Sinkor Wash Basin Including P.V.C. Waste Fittings Complete. 144 Flexible Pipe 145 40 Mm Dia 146 Providing And Fixing Soil, Waste And Vent Pipes : 147 100 Mm Dia 148 Hubless Centrifugally Cast ( Spun ) Iron Pipes Epoxy Coated Inside & Outside Is:15905 149 Providing And Fixing Bend Of Required Degree With Access Door, Insertion Rubber Washer 3 Mm Thick, Bolts And Nuts Complete. 150 100 Mm 151 Hubless Centrifugally Cast ( Spun ) Iron Epoxy Coated Inside & Outside I.S. 15905 152 Providing And Fixing Plain Bend Of Required Degree. 153 100 Mm 154 Hubless Centrifugally Cast ( Spun ) Iron Pipe Epoxy Inside & Outsideis: 15905 155 Providing And Fixing Heel Rest Sanitary Bend 156 100 Mm Dia 157 Sand Cast Iron S&S As Per Is - 3989 158 Providing And Fixing Double Equal Plain Junction Of Required Degree 159 100X100x100x100 Mm 160 Hubless Centrifugally Cast ( Spun ) Iron Pipe Epoxy Inside & Outsideis: 15905 161 Providing And Fixing Single Equal Plain Junction Of Required Degree With Access Door, Insertion Rubber Washer 3 Mm Thick, Bolts And Nuts Complete. 162 100X100x100 Mm 163 Sand Cast Iron S&S As Per Is: 3989 164 Providing And Fixing Single Equal Plain Junction Of Required Degree 165 100X100x100 Mm 166 Hubless Centrifugally Cast ( Spun ) Iron Pipe Epoxy Inside & Outsideis: 15905 167 Providing And Fixing Terminal Guard: 168 100 Mm 169 Hubless Centrifugally Cast ( Spun ) Iron Pipe Epoxy Inside & Outsideis: 15905 170 Providingand Fixing Shielded Coupling For Hubless Centrifugally Cast Iron Pipes 171 100 Mm 172 S S 304 Grade Coupling With Epdm Rubber Gasket 173 Providing And Fixing M.S. Stays And Clamps For Sand Cast Iron / Centrifugally Cast ( Spun ) Iron Pipes Of Diameter : 174 100 Mm 175 Painting Sand Cast Iron / Centrifugally Cast ( Spun ) Iron Soil, Waste Vent Pipes And Fittings With Two Coats Of Synthetic Enamel Paint Of Any Colour Such As Chocolate Grey, Or Buff Etc. Over A Coat Of Primer ( Of Approved Quality ) For New Work : 176 100 Mm Diameter Pipe 177 Providing And Fixing M.S. Holder-Bat Clamps Of Approved Design To Sand Cast Iron / Cast Iron ( Spun ) Pipe Embedded In And Including Cement Concrete Blocks 10X10x10cm Of 1:2:4 Mix ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20Mm Nominal Size ) Including Cost Of Cutting Holes And Making Good The Walls Etc. : 178 100 Mm Diameter Pipe 179 Providing And Fixing G.I. Soil / Waste Pipes Complete With G.I. Fittings And Clamps, I / C Cutting And Making Good The Walls Etc. 180 32 Mm Dia. Nominal Bore 181 40 Mm Dia. Nominal Bore 182 50 Mm Dia. Nominal Bore 183 Providing And Fixing Trap Of Self Cleansing Design With Screwed Down Or Hinged Grating With Or Without Vent Arm Complete, Including Cost Of Cutting And Making Good The Walls And Floors : 184 100 Mm Inlet And 100 Mm Outlet 185 Hubless Centrifugally Cast ( Spun ) Iron Epoxycoated Inside & Outside As Per Is:15905 186 Cutting Holes Up To 15 X 15 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 Course Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size ) , Including Finishing Complete So As To Make It Leak Proof. 187 Providing & Fixing In Position Gi 100X50 Elbowfloor Drainincluding Cost Of Cutting And Making Good The Walls And Floors Whereverrequired. 188 Providingandfixing125mmdias / S Grating ( Withorwithouthole ) For Floor Or Nahani Trap. 189 Providing And Fixing Soap Dish Holderfrom Wall Of Standard Shape Withfittings Of Approved Quality With All Complete. Make Jaquar - Acn-1131N & Equivalent 190 Providing And Fixing Soap Dispenser With Glass Bottlefrom Wall Of Standard Shape Withfittings Of Approved Quality With All Complete. Make Jaquar - Acn-1135N & Equivalent 191 Providing & Fixing600 Mm Towel Rail Long Stanless Steel From Wall Face With Concealedfittings Arrangement Of Approved Quality With All Complete. Make Jaquar - Can-1111Sm 192 Providing And Fixing Ptmt Soap Dish Holder Having Length Of 138Mm, Breadth 102Mm, Height Of 75Mm With Concealed Fitting Arrangements, Weighing Not Less Than 106 Gms. 193 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. 194 600 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. 195 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. 196 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 197 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. 198 Coupler 199 110 Mm 200 Single Tee With Door 201 110X110x110 Mm 202 Bend 87.5° 203 110 Mm 204 Shoe ( Plain ) 205 110 Mm Shoe 206 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. 207 110 Mm 208 Supplying And Fixingofhdpe Pipe ( Pe Grade 63 - Pn-8 ) Confirming To Is 14333-1996Chemical Waste Pipes Jointed With Rubber Ring With Good Quality Lubricantwithfittingsinclussive Of Allnecessaryspecialslike Bends, Tees, Offsets, Junctions Etc Laid Under Floor / Under Ceiling / On Walls With Suitable Clamps And Specialscuring, Necessary Chasing, Jointing And Restoring To Original Conditions, Testing Etc. Including All Other Incidental Chargesetc.Complete For Successful Completion Of Work As Per Specifications, And Asdirected By Engineer -In- Charge. 209 110 Mm Outer Dia 210 50 Mm Outer Dia 211 Providing & Fixing In Position Upvc POr S Trap Of Self Cleaning Design Offollowingsizesfor The Embedded Areasmaking Proper Connection Withchemical Sealent Joint , Cutting Chase / Hole In Floors / Slabs And Bringing The Same In Proper Condition In Cement Concrete 1:2:4 Mix Complete As Required. Including Cost Of Cutting And Making Good The Walls And Floors Wherever Required. 212 Providing & Fixingwater Cooler Wth Stainless Steel Having Storage Capacity Of 80 Liter & Cooling Capacity 60 Liter / Hour With Reverse Osmosis System & Ultra Voilet Membrane Tds Reduction 90% Having Automatic Back Wash System With Filteration Unit & All Other Required Accessories Complete In All Respect As Per Direction Of The Engineer In Charge . 213 Sub Head– Ii Water Supply 214 Providing And Fixing G.I. Pipes Complete With G.I. Fittings And Clamps, I / C Cutting And Making Good The Walls Etc. 215 Internal Work – Exposed On Wall. 216 20 Mm Nominal Outer Dia Pipes 217 25 Mm Nominal Outer Dia Pipes 218 32 Mm Nominal Outer Dia Pipes 219 40 Mm Nominal Outer Dia Pipes 220 50 Mm Nominal Outer Dia Pipes 221 65 Mm Nominal Outer Dia Pipes 222 80 Mm Nominal Outer Dia Pipes 223 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. 224 Concealed Including Cutting Chases And Making Good The Wall Etc. 225 15 Mm Nominal Outer Dia Pipes 226 20 Mm Nominal Outer Dia Pipes 227 25 Mm Nominal Outer Dia Pipes 228 Providing And Fixing Gun Metal Gate Valve With C.I. Wheel Of Approved Quality ( Screwed End ) : 229 20 Mm Dia. Nominal Bore 230 25 Mm Dia. Nominal Bore 231 32 Mm Dia. Nominal Bore 232 40 Mm Dia. Nominal Bore 233 50 Mm Dia. Nominal Bore 234 Providing And Fixing Ball Valve ( Brass ) Of Approved Quality, High Or Low Pressure, With Plastic Floats Complete : 235 25 Mm Nominal Bore 236 Providing And Fixing Hand Held Ablution Fitting ( Health Faucet ) With 1.2 Meter Long Flexible Tube And Wall Hook, All Complete Approved Engineer-In-Charge 237 Supply And Fixing Of 15Mm Cp Brass 2 -Way Bib Cock With Wall Flange And Suitable Length Cp Brass Extension Pipe All Of Approved Engineer-In-Charge 238 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 239 Providing And Fixing C.P. Brass Long Nose Bib Cock Of Approved Quality Conforming To Is Standards And Weighing Not Less Than 810 Gms. 240 15 Mm Nominal Bore 241 Providing And Fixing C.P. Brass Stop Cock ( Concealed ) Of Standard Design And Of Approved Make Conforming To Is:8931. 242 15 Mm Nominal Bore 243 Providing And Fixing C.P. Brass Angle Valve For Basin Mixer And Geyser Points Of Approved Quality Conforming To Is:8931 244 15Mm Nominal Bore 245 Providing And Fixing Uplasticised Pvc Connection Pipe With Brass Unions : 246 45 Cm Length 247 15 Mm Nominal Bore 248 Providing And Fixing C.P. Brass Shower Rose With 15 Or 20 Mm Inlet : 249 150 Mm Diameter 250 Providing And Fixing Cp Brass Single Lever Telephonic Wall Mixer Of Quality & Make As Approved By Engineer In Charge. 251 ( A ) 15 Mm Nominal Dia 252 Providing , Fixing, Testing And Commissioning Of Cp Brass 150 Mmx 150 Mmshower Head With Wall Flange With All Accessories As Required Andmaking Good The Walls Wherever Required. ( Make-Jaquar -Model No- Ohs-35495 Or Equivalent. ) 253 Supply , Erection , Testing & Commissioning Of Automatic Water Level Control Panel & Related Accessories For Pumping Automation With Consisting Of Automatic Water Level Controller , Level Sensor Withstainless Steel Probe, Motorized Butterfly Valve, Motorized Valve Controller With Complete In All Respect. 254 Upto 50 Mm Dia. Nominal Bore 255 Subhead– Iii Drainage 256 Supply And Fixing Hdpe Double Wall Corrugated ( Dwc ) I.S 16098 ( Part - 2 ) 3013 For Soil / Waste Pipe Under Ground Drainage System Withjointed With Rubber Ring With Good Quality Lubricant For Fittings, Inclusive Of All Necessary Specials Like Bends, Tees, Offsets, Junctions, Re Excavtion And Refillig Etc Complete. 257 150 Mm Diameter 258 200 Mm Diameter 259 Providing And Fixing Square-Mouth S.W. Gully Trap Class Sp-1 Complete With C.I. Grating Brickmasonry Chamber With Water Tight C.I. Cover With Frame Of 300 X300 Mm Size ( Inside ) The Weight Of Cover To Be Not Lessthan 4.50 Kg And Frame To Be Not Less Than 2.70 Kg As Per Standard Design : 260 180X150 Mm Size P Type 261 With Fly Ash Bricks ( Non Modular ) Bricks Of Class Designation 7.5 262 Providingandlayingnon-Pressurenp2class ( Lightduty ) 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 : 263 150 Mm Dia. R.C.C. Pipe 264 250 Mm Dia. R.C.C. Pipe 265 300 Mm Dia. R.C.C. Pipe 266 Constructing Brick Masonry Manholein Cement Mortar 1:4 ( 1 Cement :4 Coarse Sand ) With Rcc Top Slab With 1:2:4 Mix ( 1 Cement : 2 Coarse Sand : 4 Stone Aggregate 20 Mm Nominal Size ) , Foundation Concrete 1:4:8 Mix ( 1 Cement : 4 Coarse Sand : 8 Stone Aggregate 40 Mm Nominal Size ) Inside Plastering12 Mm Thick With Cement Mortar 1:3 ( 1 Cement : 3 Coarse Sand ) Finished With A Floating Coat Of Neat Cement, Foundation Cocreate 1:3:6 Mix ( 1 Cement :3 Coarse Sand : 6 Graded Stone Aggregate 40 Mm Norminal Size ) , And Making Necessary Channel In Cement Concrete 1:2:4 ( 1 Cement :2 Coarse Sand :4 Graded Stone Aggregate 20 Mm Norminal Size ) Finished With A Floating Coat Of Neat Cementcomplete As Per Standard Design . 267 Inside Size 90X80 Cms And 45 Cms Deep Including Ci Cover With Frame ( Light Duty ) 455X610 Mm Internal Dimensions Total Weight Of Cover & Frame To Be Not Less Than 38 Kg ( Weight Of Cover 23 Kg & Weight Of Frame 15 Kg ) 268 With Common Brunt Clay Fps ( Non Modular ) Bricks Of Class Designation 7.5 269 Extra Depth Formanhole 90X80 Cm 270 With Fpsbricks Class Designation 7.5 271 Providing Orange Colour Safety Foot Rest Of Minimum 6 Mm Thick Plastic Encapsulated As Per Is : 10910, On 12 Mm Dia Steel Bar Conforming To Is:1786, Having Minimum Cross Section As 23 Mmx25 Mm And Over All Minimum Length 263 Mm And Width As 165 Mm With Minimum 112 Mm Space Between Protruded Legs Having 2 Mm Tread On Top Surface By Ribbing Or Chequeringesides 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 Pecifications And Having Manufacture’S Permanent Identification Mark To Be Visible Even After Fixing, Including Fixing In Manholes With 30X20x15 Cm Cement Concrete Block 1:3:6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size ) Complete As Per Design. 272 Constructing Brick Masonry Road Gully Chamber 50X45x60 Cm With Bricks In Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) Including 500X450 Mm Pre-Cast R.C.C. Horizontal Grating With Frame Complete As Per Standard Design : 273 With Common Burnt Clay F.P.S. ( Non Modular ) Bricks Of Class Designation 7.5 274 Electrical Works 0.625Boys Dormitory With 3 Nos. Warden Residence 275 Sub Head - I: Circuit Cum Point Wiring 276 Switch Control Light Points 277 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. 278 Group C 279 Wiring For Group Controlled ( Looped ) Light Point / Fan Point / Exhaust Fan Point / Call Bell Point ( Without Independent Switch Etc. ) With 1.5 Sq. Mm Frls Pvc Insulated Copper Conductor Single Core Cable In Surface / Recessed Pvc Conduit, And Earthing The Point With 1.5 Sq. Mm Frls Pvc Insulated Copper Conductor Single Core Cable Etc As Required. ( Switch Control Secondary Points ) 280 Group C 281 Wiring For Light Point / Fan Point / Exhaust Fan Point / Call Bell Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable In Surface / Recessed Steel Conduit, With 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. ( Switch Control Primary Points ) 282 Group C 283 Wiring For Group Controlled ( Looped ) Light Point / Fan Point / Exhaust Fan Point / Call Bell Point ( Withoutindependent 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. ( Switch Control Secondary Points ) 284 Group C 285 Mcb Control Light Points 286 Wiring For Light Point / Fan Point / Exhaust Fan Point / Call Bell Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable In Surface / Recessed Steel Conduit, With 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. ( Switch Control Primary Points ) 287 Primary Point Controlled By One Mcb. 288 Same As Item Above But Secondary Point. I.E. Points To Be Looped With Primary Pointwith 2.5 Sqmm Wire And Point Wiring 289 Wiring For Light / Power Plug With 2X4 Sq. Mm Frls Pvc Insulated Copper Conductor Single Core Cable In Surface / Recessed Steel Conduit Alongwith 1 No. 4 Sq. Mm Frls Pvc Insulated Copper Conductor Single Core Cable For Loop Earthing As Required. 290 Wiring For Circuit / Submain Wiring Alongwith Earth Wire With The Following Sizes Of Frls Pvc Insulated Copper Conductor, Single Core Cable In Surface / Recessed Steel Conduit As Required. 291 2 X 1.5 Sq. Mm + 1 X 1.5 Sq. Mm Earth Wire 292 2 X 2.5 Sq. Mm + 1 X 2.5 Sq. Mm Earth Wire 293 2 X 6 Sq. Mm + 1 X 6 Sq. Mm Earth Wire 294 2 X 10 Sq. Mm + 1 X 10 Sq.Mm Earth Wire 295 4 X 10 Sq. Mm + 2 X 6 Sq. Mm Earth Wire 296 4 X 16 Sq. Mm + 2 X 6 Sq. Mm Earth Wire 297 Supplying And Fixingsuitable Size Gi Box With Modular Plate And Cover In Front On Surface Or In Recess Including Providing And Fixing3 Pin 5 / 6 Amp Modular Socket Outlet And 5 / 6 A Modular Switch, Connection Etc. As Required. 298 Supply And Wiringfor 250 Volts Singlephase And Neutral 2 Nos 6 Amps Socket Outlate With Control By 1 No Switched With 2.5 Sq.Mm Pvcinsulatedcopper Conductor1100 Volts Grade Stranded Flexible Frls Wires Inconcealed Or Surface Mounted 25 Mm Dia 2Mm Thickpvc Conduit Including Providing And Fixing Of 6 Amps 3 Pin Switch Socket Outlet Of Aprpoved Make And Design In 2 Mm Thick Gi Box With Grid Plate And Earthingofthird Pin Of The Socket With2.5Sq. Mm Pvc Insulated Copper Conductor Strandedflexiblefrlswire. ( Maximum Four No. Of Switches Socket Shall Be Connected On Onecircuit ) 299 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. 300 Supplying And Fixing 63 A, 415 V, Tpn Industrial Type Socketoutlet, With 4 Pole And Earth, Metal Enclosed Plug Topalongwith 63 A C Curve, Tpmcb, In Sheet Steel Enclosure, On Surface Or In Recess, With Chained Metal Cover For The Socket Outlet And Complete With Connections, Testing And Commissioning Etc. As Required. 301 Supplying And Fixing 80 A, 415 V, Tpn Industrial Type Socket Outlet, With 4 Pole And Earth, Metal Enclosed Plug Top Alongwith 80 A C Curve, Tpmcb, In Sheet Steel Enclosure, On Surface Or In Recess, With Chained Metal Cover For The Socket Outlet And Complete With Connections, Testing And Commissioning Etc. As Required. 302 Supplying And Fixing 3 Pin, 5 A Ceiling Rose On The Existing Junction Box / Wooden Block Including Connections Etc. As Required. 303 Supplying & Fixing Suitable Size Gi Box Wih Modular Plate And Cover In Front On Surface Or In Recess I / C Providing And Fixing 25 Amp Modular Socket Outlet And 25 Amps Modular Sp Mcb, “C” Curve Including Connection, Painting Etc. As Required. ( AcS & Gysers ) 304 Supplying And Fixing Following Modular Switch / Socket On The Existing Modular Plate & Switch Box Including Connections But Excluding Modular Plate Etc. As Required. 305 Telephone Socket Outlet 306 Supplying And Fixing Following Size / Modules, Gi Box Alongwith Modular Base & Cover Plate For Modular Switches In Recess Etc. As Required. 307 1 Or 2 Module ( 75Mmx75mm ) 308 6 Module ( 78Mm X 205 Mm X 50 Mm ) 309 Supplying And Fixing Following Size / Modules, Gi Box Alongwith Modular Base & Cover Plate For Modular Switches In Recess Etc. As Required. 310 3 Pin , 5 / 6 Amps Socket Outlet 311 5 / 6 Amps Switch 312 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. 313 25 Mm 314 32 Mm 315 Subhead -Ii - Fittings & Fixtures 316 Supply, Installation, Testing And Commissioning Of 10 W Bulk Head Light. 317 Supply, Installation, Testing And Commissioning Of 5W Mirror Light. 318 Supply, Installation, Testing And Commissioning Of 18W Surface / Recessed Mounted Led Circular Downlighter. 319 Supply, Installation, Testing And Commissioning Of 18 / 20W Wall / Surface Mouted 4 Ft. Led 320 Supply, Installation, Testing And Commissioning Of 15Wsurface Mountedled Square Downlighter. 321 Supply, Installation, Testing And Commissioning Of150 W Chandelier 322 Supply, Installation, Testing And Commissioning Of 12 / 9Wrecessed Mountedled Circular Downlighter. 323 Supply, Installation, Testing And Commissioning Of9w ( Nominal ) Wall Bracket Light 324 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 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. 325 Supplyinstallation, Testing And Commissioning Of 250 Mm Dia Domestic Exhaust Fan 326 Subhead - Iii - Distribution Boards 327 Supplying And Fixing Following Way, Single Pole And Neutral, Sheet Steel, Mcb Distribution Board, 240 V, On Surface / Recess, Complete With Tinned Copper Bus Bar, Neutral Bus Bar, Earth Bar, Din Bar, Interconnections, Powder Painted Including Earthing Etc. As Required. ( But Without Mcb / Rccb / Isolator ) 328 6 Way, Double Door 329 8 Way, Double Door 330 12 Way, Double Door 331 Supplying And Fixing Following Way, Three Pole And Neutral, Sheet Steel, Mcb Distribution Board, 415 Volts, On Surface / Recess Complete With Tinned Copper Busbar, Neutral Busbar, Earth Bar, Din Bar, Detachable Gland Plate, Interconnections, Phosphatized And Powder Painted Including Earthing Etc. As Required. ( But Without Mcb / Rccb / Isolator ) 332 4 Way ( 4 + 12 ) , Double Door 333 6 Way ( 4 + 18 ) , Double Door 334 8 Way ( 4 + 24 ) , Double Door 335 Supplyingand Fixingoffollowingwayssurface / Recessmounting, 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. ) 336 12 Way ( 4 + 36 ) , Double Door 337 Supplying And Fixing 5 A To 32 A Rating, 240 / 415 V, 10 Ka, C Curve, Miniature Circuit Breaker Suitable For Inductive Load Of Following Poles In The Existing Mcb Db Complete With Connections, Testing And Commissioning Etc. As Required. 338 Single Pole 339 Supplying And Fixing Following Rating, Double Pole, 240 V, Isolator In The Existing Mcb Db Complete With Connections, Testing And Commissioning Etc. As Required. 340 Supplying And Fixing Following Rating, Four Pole, 415 V, Isolator In The Existing Mcb Db Complete With Connections, Testing And Commissioning Etc. As Required. 341 63 A 342 Supplying And Fixing Following Rating, Double Pole, ( Single Phaseand 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. 343 63 A 344 Supplying And Fixing Single Pole Blanking Plate In The Existing Mcb Db Complete Etc. As Required. 345 Sub Head-Iv , Lightning Conductor 346 Lightning Conductor 347 Providing And Fixing Of Lightning Conductor Finial, Made Of 25 Mm Dia 300 Mm Long, G.I. Tube, Having Single Prong At Top, With 85 Mm Dia 6 Mm Thick G.I. Base Plate Including Holes Etc. Complete As Required. 348 Fixing Of Lightning Conductor Finial ( Single Prong ) With Base Plate Including Holes Etc. Complete As Required. 349 Jointing Copper / G.I. Tape ( With Another Copper / G I Tape, Base Of The Finial Or Any Other Metallic Object ) By Riveting / Nut Bolting / Sweating And Soldering Etc As Required. 350 Providing And Fixing G.I. Tape 20 Mm X 3 Mm Thick On Parapet Or Surface Of Wall For Lightning Conductor Complete As Required. ( For Horizontal Run ) 351 Providing And Fixing G.I. Tape 20 Mm X 3 Mm Thick On Parapet Or Surface Of Wall For Lightning Conductor Complete As Required. ( For Vertical Run ) 352 Fixing Of Copper / G.I. Tape 20 Mm X 3 Mm Thick On Parapet Or Surface Of Wall For Lightning Conductor Complete As Required. ( For Vertical Run ) 353 Providing And Fixing Testing Joint, Made Of 20 Mm X 3 Mm Thick G.I. Strip, 125 Mm Long, With 4 Nos. Of G.I. Bolts, Nuts, Chuck Nuts And Spring Washers Etc. Complete As Required. 354 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. Details Of Cost For One Set 355 Providing And Fixing 25 Mm X 5 Mm G.I. Strip In 40 Mm Dia G.I. Pipe From Earth Electrode Including Connection With G.I. Nut, Bolt, Spring, Washer Excavation And Re-Filling Etc. As Required. 356 0.375 GirlS Dormitory With 3 Nos. Warden Residence ( G+2 ) 357 Earth Work 358 Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) / Manual Means In Foundation Trenches Or Drains ( Not Exceeding 1.5 M In Width Or 10 Sqm On Plan ) , Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M, Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M. All Kinds Of Soil 359 Filling Available Excavated Earth ( Excluding Rock ) In Trenches, Plinth, Sides Of Foundations Etc. In Layers Not Exceeding 20Cm In Depth, Consolidating Each Deposited Layer By Ramming And Watering, Lead Upto 50 M And Lift Upto 1.5 M. 360 Supplying And Filling In Plinth With Sand Under Floors, Including Watering, Ramming, Consolidating And Dressing Complete. 361 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. 362 Concrete Work 363 Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level:1:5:10 ( 1 Cement : 5 Coarse Sand ( Zoneiii ) Derived From Natural Sources : 10 Graded Stone Aggregate 40 Mm Nominal Size Derived From Natural Sources ) 364 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 ) 365 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. 366 Making Plinth Protection 50Mm Thick Of Cement Concrete 1:3:6 ( 1 Cement : 3 Coarse Sand ( Zone-Iii ) Derived From Natural Sources : 6 Graded Stoneaggregate 20 Mm Nominal Size Derived From Natural Sources ) Over 75Mm Thick Bed Of Dry Brick Ballast 40 Mm Nominal Size, Well Rammed And Consolidated And Grouted With Fine Sand, Including Necessary Excavation, Levelling & Dressing & Finishing The Top Smooth. 367 Brick Edging In Full Brick Width And Half Brick Depth Including Excavation, Refilling And Disposal Of Surplus Earth Lead Upto 50 Metres.With Common Burnt Clay F.P.S. ( Non Modular ) Bricks Of Class Designation 7.5 368 Reinforced Cement Concrete 369 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For All Heights : 370 Foundations, Footings, Bases Of Columns, Etc. For Mass Concrete. 371 Suspended Floors, Roofs, Landings, Balconies And Access Platform. 372 Lintels, Beams, Plinth Beams, Girders, Bressumers 373 Columns, Pillars, Piers, Abutments, Posts And Struts. 374 Edges Of Slabs And Breaks In Floors And Walls Under 20 Cm Wide. 375 Steel Reinforcement For R.C.C. Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Upto Plinth Level. Thermo-Mechanically Treated Bars Of Grade Fe-500D Or More. 376 Steel Reinforcement For R.C.C. Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Above Plinth Level. Thermo-Mechanically Treated Bars Of Grade Fe-500 D Or More. 377 Pile Work 378 Boring, Providing And Installation Bored Cast-In-Situ Reinforced Cement Concrete Piles Of Grade M-25 Of Specified Diameter And Length Below The Pile Cap, To Carry A Safe Working Load Not Less Than Specified, Excluding The Cost Of Steel Reinforcement But Including The Cost Of Boring With Bentonite Solution And 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 Etc. By Percussion Drilling Using Direct Mud Circulation ( Dmc ) Or Bailer And Chisel Technique By Tripod And Mechanical Winch Machine 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 ) 400 Mm Dia Piles 379 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. 380 Single Pile Upto 50 Tonne Safe Capacity 381 Initial Test ( Test Load 2.5 Times The Safecapacity ) 382 Routine Test ( Test Load 1.5 Times The Safecapacity ) 383 Group Of Two Or More Piles Upto 50 Tonne Safe Capacity 384 Initial Test ( Test Load 2.5 Times The Safecapacity ) 385 Routine Test ( Test Load 1.5 Times The Safecapacity ) 386 Add For Plaster Drip Course / Groove In Plastered Surface Or Moulding To R.C.C. Projections. 387 Providing And Laying In Position Ready Mixed Or Site Batched Design Mix Cement Concrete For Reinforced Cement Concrete Work; Using Coarse Aggregate And Fine Aggregate Derived From Natural Sources, Portland Pozzolana / Ordinary Portland / Portland Slag Cement, Admixtures In Recommended Proportions As Per Is: 9103 To Accelerate / Retard Setting Of Concrete, To Improve Durability And Workability Without Impairing Strength; Including Pumping Of Concrete To Site Of Laying, Curing, Carriage For All Leads; But Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement As Per Direction Of The Engineer-In-Charge; For The Following Grades Of Concrete.Note: Extra Cement Up To 10% Of The Minimum Specified Cement Content In Design Mix Shall Be Payable Separately. In Case The Cement Contentin Design Mix Is More Than 110% Of The Specified Minimum Cement Content, The Contractor Shall Have Discretion To Either Re-Design The Mix Or Bear The Cost Of Extra Cement. 388 All Works Upto Plinth Level 389 Concrete Of M25 Grade With Minimum Cementcontent Of 330 Kg / Cum 390 ( I ) R.C.C. Work In Footing 391 ( Ii ) R.C.C. Work In Beam 392 ( Iii ) R.C.C. Work In Columns 393 All Works Above Plinth Level Upto Floor V Level 394 Concrete Of M25 Grade With Minimum Cementcontent Of 330 Kg / Cum 395 ( I ) R.C.C. Work In Lintel 396 ( Ii ) R.C.C. Work In Beam 397 ( Iii ) R.C.C. Work In Columns 398 ( Iv ) R.C.C. Work In Slab 399 Expansion Joint Treatment 400 Providing And Fixing Of Expansion Joint System Related With Floor Location As Per Drawings And Direction Of Engineer-In-Charge. The Joints System Will Be Of Extruded Aluminum Base Members, Self Aligning / Self Centering Arrangement And Support Plates Etc. As Per Astm B221-02. The System Shall Be Such That It Provides Floor To Floor / Floor To Wall Expansion Control System For Various Vertical Localtion In Load Application Areas That Commodates Multi Directional Seismic Movement Without Stress To ItS Components. System Shall Consist Of Metal Profiles With A Universal Aluminum Base Member Designed To Accommodate Various Project Conditions And Finish Floor Treatments. The Cover Plate Shall Be Designed Of Width And Thickness Required To Satisfy Projects Movement And Loading Requirements And Secured To Base Members By Utilizing Manufacturer’S Pre-Engineered Self- Centering Arrangement That Freely Rotates / Moves In All Directions. The Self - Centering Arrangement Shall Exhibit Circular Sphere Ends That Lock And Slide Inside The Corresponding Aluminum Extrusion Cavity To Allow Freedom Of Movement And Flexure In All Directions Including Vertical Displacement. Provision Of Moisture Barrier Membrane In The Joint System To Have Watertight Joint Is Mandatory Requirement All As Per The Manufactures Design And As Approved By Engineer -In- Charge. ( Material Shall Confirm To Astm 6063 ) . 401 Floor Joint Of 100 Mm Gap 402 Providing And Fixing Of Expansion Joint System Related With Wall Joint ( Internal / External ) Location As Per Drawings And Direction Of Engineer-In- Charge. The Joints Shall Be Of Extruded Aluminum Base Members, Self Aligning / Centering Arrangement And Support Plates As Per Astm B221- 02. The Material Shall Be Such That It Provides An Expansion Joints Systemsuitable For Vertical Wall To Wall / Wall To Corner Application, Both New And Existing Construction In Office Buildings & Complexes With No Slipping Down Tendency Amongst The Components Of The Joint System. The Joint System Shall Utilize Light Weight Aluminum Profiles Exhibiting Minimal Exposed Aluminum Surfaces Mechanically Snap Locking The Multicellular To Facilitate Movement. ( Material Shall Confirm To Astm 6063 ) . 403 Wall Joint Of 100 Mm Gap 404 Providing And Fixing Of Expansion Joint System Of Approved Make And Manufacture For Various Roof Locations As Per Approved Drawings And Direction Of Engineer-In-Charge. The Joints Shall Be Of Extruded Aluminum Base Members With, Self Aligning And Self Centering Arragement Support Plates As Per Astm B221-02. The System Shall Be Such That It Provides Water Tight Roof To Roof / Roof To Corner Joint Cover Expansion Control System That Is Capable Of Accommodating Multidirectional Seismic Movement Without Stress To Its Components. System Shall Consist Of Metal Profile That Incorporates A Universal Aluminum Base Member Designed To 405 Accommodate Various Project Conditions And Roof Treatments. The Cover Plate Shall Be Designed Of Width And Thickness Required To Satisfy Movement And Loading Requirements And Secured To Base Members By Utilizing Manufacturer’S Pre-Engineered Self-Centering Arrangement That Freely Rotates / Moves In All Directions. The Self Centering Arrangement Shall Exhibit Circular Sphere Ends That Lock And Slide Inside The Corresponding Aluminum Extrusion Cavity To Allow Freedom Of Movement And Flexure In All Directions Including Vertical Displacement. The Joint System Shall Resists Damage Or Deterioration From The Impact Of Falling Ice, Exposure To Uv, Airborne Contaminants And Occasional Foot Traffic From Maintenance Personnel. Provision Of Moisture Barrier Membrane In The Joint System To Have Water Tight Joint Is Mandatory Requirement. ( Material Shall Confirm To Astm 6063. ) 406 Roof Joint Of 100 Mm Gap 407 Masonry Work 408 Half Brick Masonry With Common Burnt Clay F.P.S. ( Non Modular ) Bricks Of Class Designation 7.5 In Superstructure Above Plinth Level Up To Floor V Level.Cement Mortar 1:4 ( 1 Cement :4 Coarse Sand ) 409 Extra For Providing And Placing In Position 2 Nos 6Mm Dia. M.S. Bars At Every Third Course Of Half Brick Masonry. 410 Brick Work With Non Modular Fly Ash Bricks Conforming To Is:12894, Class Designation 10 Average Compressive Strength In Superstructure Above Plinth Level Up To Floor V Levelin : Cement Mortar 1:6 ( 1 Cement : 6 Coarse Sand ) 411 Providing And Laying Autoclaved Aerated Cement Blocks Masonry With 150Mm / 230Mm / 300 Mm Thick Aac Blocks In Super Structure Above Plinth Level Up To Floor V Level With Rcc Band At Sill Level And Lintel Level With Approved Block Laying Polymer Modified Adhesive Mortar All Complete As Per Direction Of Engineer-In-Charge. ( The Payment Of Rccband And Reinforcement Shall Be Made For Seperately ) . 412 Brick Work With Non Modular Fly Ash Bricks Conforming To Is:12894, Class Designation 10 Average Compressive Strength In Foundation And Plinth In : Cement Mortar 1:6 ( 1 Cement : 6 Coarse Sand ) 413 Cladding Work 414 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. 415 Granite Stone Slab Colour Black, Cherry / Ruby Red 416 Area Of Slab Upto 0.50 Sqm 417 Area Of Slab Over 0.50 Sqm 418 Providing Edge Moulding To 18Mm Thick Marble Stone Counters, Vanities Etc. Including Machine Polishing To Edge To Give High Gloss Finish Etc. Complete As Per Design Approved By Engineer-In-Charge. 419 Granite Work 420 Extra For Fixing Marble / Granite Stone Over And Above Corresponding Basic Item, In Facia And Drops Of Width Upto 150 Mm With Epoxy Resin Based Adhesive Including Cleaning Etc. Complete. 421 Extra For Providing Opening Of Required Size & Shape For Wash Basins / Kitchen Sink In Kitchen Platform, Vanity Counters And Similar Location In Marble / Granite / Stone Work Including Necessary Holes For Pillar Taps Etc. Including Moulding, Rubbing And Polishing Of Cut Edges Etc. Complete. 422 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. 423 Wood And Pvc Work 424 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 425 Extra For Providing Lipping With 2Nd Class Teak Wood Battens 25 Mm Minimum Depth On All Edges Of Flush Door Shutters ( Over All Area Of Door Shutter To Be Measured ) . 426 Extra For Cutting Rebate In Flush Door Shutters ( Total Area Of The Shutter To Be Measured ) . 427 Providing And Fixing M.S. Grills Of Required Pattern In Frames Of Windows Etc. With M.S. Flats, Square Or Round Bars Etc. Including Priming Coat With Approved Steel Primer All Complete. Fixed To Steel Windows By Welding. 428 Providing And Fixing Oxidised M.S. Casement Stays ( Straight Peg Type ) With Necessary Screws Etc. Complete. 429 300 Mm Weighing Not Less Than 200 Gms 430 250 Mm Weighing Not Less Than 150 Gms 431 Providing And Fixing Aluminium Hanging Floor Door Stopper Isi Marked Anodised ( Anodic Coating Not Less Than Grade Ac 10 As Per Is : 1868 ) Transparent Or Dyed To Required Colour Or Shade With Necessary Screws Etc. Complete. Twin Rubber Stopper 432 Providing And Fixing Pvc Rigid Foam Sheet 1 Mm Thick On Existing Door Shutters ( Bathroom And W.C. Doors ) Using Synthetic Rubber Based Adhesive. 433 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 : 30 Mm Thick Shutters With Isi Marked Stainless Steel Butt Hinges Of Required Size Kiln Seasoned And Chemically Treated Hollock Wood 434 Providing And Fixing Bright / Matt Finished Stainless Steel Handles Of Approved Quality & Make With Necessary Screws Etc All Complete. ( A ) 125 Mm. 435 Providing & Fixing Stainless Steel Sliding Door Bolts Isi Marked Anodised ( Anodic Coating Not Less Than Grade Ac 10 As Per Is : 1868 ) Transparent Or Dyed To Required Colour Or Shade With Nuts And Screws Etc Complete. ( A ) 250Mm X 16Mm . 436 Providing And Fixing Stainless Steel Towerbolts ( Barrel Type ) With Necessary Screws Etc. Complete. 437 300 X 10Mm 438 150 X 10Mm 439 Steel Work 440 Providing And Fixing Factory Made Isi Marked Steel Glazed Doors, Windows And Ventilators, Side / Top / Centre Hung, With Beading And All Members Such As F7d, F4b, K11 B And K12 B Etc. Complete Of Standard Rolled Steel Sections, Joints Mitred And Flash Butt Welded And Sash Bars Tenoned And Riveted, Including Providing And Fixing Of Hinges, Pivots, Including Priming Coat Of Approved Steel Primer, But Excluding The Cost Of Other Fittings, Complete All As Per Approved Design, ( Sectional Weight Of Only Steel Members Shall Be Measured For Payment ) . Fixing With 15X3 Mm Lugs 10 Cm Long Embedded In Cement Concrete Block 15X10x10 Cm Of C.C. 1:3:6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size ) . 441 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 442 Providing And Fixing M.S. Tubular Frames For Doors, Windows, Ventilators And Cupboard With Rectangular / L-Type Sections, Made Of 1.60 Mm Thick M.S. Sheet, Joints Mitred, Welded And Grinded Finish, With Profiles Of Required Size, Including Fixing Of Necessary Butt Hinges And Screws And Applying A Priming Coat Of Approved Steel Primer.Fixing With 15X3 Mm Lugs 10 Cm Long Embedded In Cement Concrete Block 15X10x10 Cm Of C.C. 1:3:6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size ) 443 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. 444 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 445 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. 446 Providing & Fixing Glass Panes With Putty And Glazing Clips In Steel Doors, Windows, Clerestory Windows, All Complete With : 4.0 Mm Thick Glass Panes. 447 Flooring 448 Cement Concrete Flooring 1:2:4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate ) Finished With A Floating Coat Of Neat Cement, Including Cement Slurry, But Excluding The Cost Of Nosing Of Steps Etc. Complete.40 Mm Thick With 20 Mm Nominal Size Stone Aggregate 449 Chequerred Precast Cement Concrete Tiles 22 Mm Thick In Footpath & Courtyard, Jointed With Neat Cement Slurry Mixed With Pigment To Match The Shade Of Tiles, Including Rubbing And Cleaning Etc. Complete, On 20 Mm Thick Bed Of Cement Mortar 1:4 ( 1 Cement: 4 Coarse Sand ) . Medium Shade Pigment Using 50% White Cement 50% Grey Cement 450 Kota Stone Slab Flooring Over 20 Mm ( Average ) Thick Base Laid Over And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slab, Including Rubbing And Polishing Complete With Base Of Cement Mortar 1 : 4 ( 1 Cement : 4 Coarse Sand ) : 25 Mm Thick 451 Kota Stone Slabs 20 Mm Thick In Risers Of Steps, Skirting, Dado And Pillars Laid On 12 Mm ( Average ) Thick Cement Mortar 1:3 ( 1 Cement: 3 Coarse Sand ) And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slabs, Including Rubbing And Polishing Complete. 452 Providing And Laying Ceramic Glazed Floor Tiles Of Size 300X300 Mm ( Thickness To Be Specified By The Manufacturer ) Of 1St Quality Conformingto Is : 15622 Of Approved Make In Colours Such As White, Ivory, Grey, Fume Red Brown, Laid On 20 Mm Thick Cement Mortar 1:4 ( 1 Cement :4 Coarse Sand ) , Jointing With Grey Cement Slurry @ 3.3 Kg / Sqm Includingpointing The Joints With White Cement And Matching Pigment Etc., Complete. 453 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 454 Providing And Laying Vitrified Tiles In Different Sizes ( Thickness To Be Specified By Manufacturer ) , With Water Absorption Less Than 0.08 % And Conforming To I.S. 15622, Of Approved Make, In All Colours & Shade, In Skirting, Riser Of Steps, Over 12 Mm Thick Bed Of Cement Mortar 1:3 ( 1 Cement: 3 Coarse Sand ) , Jointing With Grey Cement Slurry @ 3.3Kg / Sqm Including Grouting The Joint With White Cement & Matching Pigments Etc. Complete. Size Of Tile 600X600 Mm 455 Providing And Laying 60Mm Thick Faciory Made Cement Concrete Interlocking Paver Block Of M -30 Grade Made By Block Making Machine With Strong Vibratory Compaction, Of Approved Size, Design & Shape, Laid In Required Colour And Pattern Over And Including 50Mm Thick Compacted Bed Of Coarse Sand, Filling The Joints With Line Sand Etc. All Complete As Per The Direction Of Engineer-In-Charge. 456 P & Laying Cement Concrete 457 Finishing 458 15 Mm Cement Plaster On The Rough Side Of Single Or Half Brick Wall Of Mix : 1:6 ( 1 Cement: 6 Coarse Sand ) 459 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. 1:6 ( 1 Cement: 6 Coarse Sand ) 460 6 Mm Cement Plaster On Celling ( A ) 1:3 ( 1 Cement:3 Fine Sand ) 461 Distempering With Oil Bound Washable Distemper Of Approved Brand And Manufacture To Give An Even Shade : New Work ( Two Or More Coats ) Over And Including Water Thinnable Priming Coat With Cement Primer. 462 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 ) . 463 Steel Painting:Applying Priming Coat: 464 With Ready Mixed Pink Or Grey Primer Of Approved Brand And Manufacture On Wood Work ( Hard And Soft Wood ) 465 With Ready Mixed Red Oxide Zink Chromate Primer Of Approved Brand And Manufacture On Steel Galvanised Iron / Steel Works. 466 Painting Withsynthetic Enamel Paint Of Approvedbrandand Manufactureto Give An Even Shade: Two Or More Coats On New Work. 467 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. 468 Water Proofing 469 Providing And Laying Water Proofing Treatment In Sunken Portion Of Wcs, Bathroom Etc., By Applying Cement Slurry Mixed With Water Proofing Cement Compound Consisting Of Applying : A ) First Layer Of Slurry Of Cement @ 0.488 Kg / Sqm Mixed With Water Proofing Cement Compound @ 0.253 Kg / Sqm. This Layer Will Be Allowed To Air Cure For 4 Hours. B ) Second Layer Of Slurry Of Cement @ 0.242 Kg / Sqm Mixed With Water Proofing Cement Compound @ 0.126 Kg / Sqm. This Layer Will Be Allowed To Air Cure For 4 Hours Followed With Water Curing For 48 Hours. The Rate Includes Preparation Of Surface, Treatment And Sealing Of All Joints, Corners, Junctions Of Pipes And Masonry With Polymer Mixed Slurry. 470 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 : 471 With Residual Type Petroleum Bitumen Of Grade Vg -10 472 Supply & Fixing Of Prepainted Coloured Trapezoidal Or Approved Profiled Sheeting 1000-1020 Mm Cover Width, 28-30 Mm High Crests With Subtle Square Fluting In The Five Pan At Nominal 190-255 Mm ( As Approved By Eic ) Centre-To-Centre Manufactured Out Of 0.50 Mm Tct Hi-Tensile Prepainted Zincalume / Galvalume Steel ( Az-150 Gsm. Aluminium –Zinc Alloy Metallic Coating Of Total Both Sides 550 Mpa Yield Stress As Per As-1397 ) . Colour / Exterior Coat Of Rmp 20 Micron Top Coat Applied Over 5 Micron Primer And A 5 Micron Polyester Back Coat Applied Over 5 Microns Primer Or Equivalent Coating / Painting. The Sheet Shall Have Wide Pans With Stiffening Ribs For Effective Water Shedding And Special Male / Female Ends With Full Return Legs On Side Laps For Purlin Support. The Male End Of The Sheet Shall Have Anti-Capillary Flute At Side Laps To Prevent Leakages. The Sheet Shall Be Fixed By Means Of Anti Corrosive Approved Make Rust Shield ( Epoxy Polymer ) Coated Self-Drilling Self Tapping Fasteners 12-14 X 55 Mm With Epdm Seals Through Crest For Roofing And 12-24 X 20 Mm Through Valley ( Pans ) For Wall Cladding. The Sheet Shall Be Supplied In Lengths Maximum Up To 6-12 Meter Long To Suit Site Dimensions. The Scope Includes All Sealing Of Joint, Curves, Edges Or Other Accessories With Silicon Sealant. 473 Providing And Filling Of Aac Lightweight Broken Blocks Sunken Portions. 474 2.1 Mtht. Boundary Wallwith Concertina Coil 475 2.1 Mtht. Boundary Wall 476 Plumbing Internal Estimate ( 0.375 Unit Girls Dormitory With 3 Nos Warden Residence ) 477 Sub Head– I Sanitary Installation 478 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:. 479 White Vitreous China Orissa Pattern W.C. Pan Of Size 580X440 Mm With Integral Type Foot Rests. 480 Providing And Fixing White Vitreous China Pedestal Type Water Closet ( European Type ) With Seat And Lid, 10 Litre Low Level White Vitreous China Flushing Cistern & C.P. Flush Bend With Fittings & C.I. Brackets, 40 Mm Flush Bend, Overflow Arrangement With Specials Of Standard Make And Mosquito Proof Coupling Of Approved Municipal Design Complete, Including Painting Of Fittings And Brackets, Cutting And Making Good The Walls And Floors Wherever Required : 481 W.C. Pan With Isi Marked White Solid Plastic Seat And Lid 482 Providing And Fixing Floor Mounted, White Vitreous China Single Piece, Double Traps Syphonic Water Closet Of Approved Brand / Make, Shape, Size And Pattern Including Integrated White Vitreous China Cistern Of Capacity 10 Litres With Dual Flushing System, Including All Fittings And Fixtures With Seat Cover, Cistern Fittings, Nuts, Bolts And Gasket Etc Including Making Connection With The Existing P / S Trap, Complete In All Respect As Per Directions Of Engineer-In-Charge. 483 Providing And Fixing White Vitreous China Battery Based Infrared Sensor Operated Urinal Of Approx. Size 610 X 390 X 370 Mm Having Pre & Post Flushing With Water ( 250 Ml & 500 Ml Consumption ) , Having Water Inlet From Back Side, Including Fixing To Wall With Suitable Brackets All As Per Manufacturers Specification Anddirection Of Engineer-In-Charge. 484 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: 485 White Vitreous China Wash Basin Size 550X400 Mmwith A Pair Of 15 Mm C.P. Brass Pillar Taps 486 Providing And Fixingwhite Vitreous China Wash Basin Under Counter Basin, With C.I. Concealed Type Brackets Fixed To Walls With Gi Rag Bolts Or Approved Fasteners Etc., Including 32 Mm Cp Brass Waste Coupling, Includingpainting Of Fittings And Brackets, Cutting And Making Good The Walls Wherever Required All Complete ( Granite Counter Top Will Be Measured And Paid Separately Under Relevent Item ) : As Per Approved Make And Decision Of Engineer-In-Charge 487 Providing And Fixing Toilet Paper Holder : 488 C.P. Brass 489 Providingandfixingcpbrassauto Closing System Basin Pillartap / Hand Washofjaquar Prs - 001 Or Equivalentasapprovedbyengineer-In Charge 490 Providingandfixingcpbrasssingle Lever Basin Mixerwithout Popowith 450Mm Long Braided Hose ( Connection Pipe ) Basin Pillartapofjaquar Lyr-38001B Or Equivalentasapprovedbyengineer-In Charge. 491 Providing And Fixing 32Mm C.P Brass Bottle Trap Of Approved Quality & Make As Per The Direction Of Engineer-In-Incharge. 492 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. 493 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 Paintingoffittingsandbrackets, Cuttingandmakinggoodthewalls Wherever Required : 494 Kitchen Sink With Drain Board 495 510X1040 Mm Bowl Depth 250Mm 496 Kitchen Sink Without Drain Board 497 610X460 Mm Bowl Depth 200 Mm 498 Providing And Fixing White Vitreous China Laboratory Sink With C.I. Brackets, C.P. Brass Chain With Rubber Plug, 40 Mm C.P Brass Waste And 40Mm C.P. Brass Trap With Necessary C.P. Brass Unions Complete, Including Painting Of Fittings And Brackets, Cutting And Making Good The Wall Wherever Required : 499 Size 450X300x150 Mm 500 Providing And Fixing P.V.C. Waste Pipe For Sinkor Wash Basin Including P.V.C. Waste Fittings Complete. 501 Flexible Pipe 502 40 Mm Dia 503 Providing And Fixing Soil, Waste And Vent Pipes : 504 100 Mm Dia 505 Hubless Centrifugally Cast ( Spun ) Iron Pipes Epoxy Coated Inside & Outside Is:15905 506 Providing And Fixing Bend Of Required Degree With Access Door, Insertion Rubber Washer 3 Mm Thick, Bolts And Nuts Complete. 507 100 Mm 508 Hubless Centrifugally Cast ( Spun ) Iron Epoxy Coated Inside & Outside I.S. 15905 509 Providing And Fixing Plain Bend Of Required Degree. 510 100 Mm 511 Hubless Centrifugally Cast ( Spun ) Iron Pipe Epoxy Inside & Outsideis: 15905 512 Providing And Fixing Heel Rest Sanitary Bend 513 100 Mm Dia 514 Sand Cast Iron S&S As Per Is - 3989 515 Providing And Fixing Double Equal Plain Junction Of Required Degree 516 100X100x100x100 Mm 517 Hubless Centrifugally Cast ( Spun ) Iron Pipe Epoxy Inside & Outsideis: 15905 518 Providing And Fixing Single Equal Plain Junction Of Required Degree With Access Door, Insertion Rubber Washer 3 Mm Thick, Bolts And Nuts Complete. 519 100X100x100 Mm 520 Sand Cast Iron S&S As Per Is: 3989 521 Providing And Fixing Single Equal Plain Junction Of Required Degree 522 100X100x100 Mm 523 Hubless Centrifugally Cast ( Spun ) Iron Pipe Epoxy Inside & Outsideis: 15905 524 Providing And Fixing Terminal Guard: 525 100 Mm 526 Hubless Centrifugally Cast ( Spun ) Iron Pipe Epoxy Inside & Outsideis: 15905 527 Providingand Fixing Shielded Coupling For Hubless Centrifugally Cast Iron Pipes 528 100 Mm 529 S S 304 Grade Coupling With Epdm Rubber Gasket 530 Providing And Fixing M.S. Stays And Clamps For Sand Cast Iron / Centrifugally Cast ( Spun ) Iron Pipes Of Diameter : 531 100 Mm 532 Painting Sand Cast Iron / Centrifugally Cast ( Spun ) Iron Soil, Waste Vent Pipes And Fittings With Two Coats Of Synthetic Enamel Paint Of Any Colour Such As Chocolate Grey, Or Buff Etc. Over A Coat Of Primer ( Of Approved Quality ) For New Work : 533 100 Mm Diameter Pipe 534 Providing And Fixing M.S. Holder-Bat Clamps Of Approved Design To Sand Cast Iron / Cast Iron ( Spun ) Pipe Embedded In And Including Cement Concrete Blocks 10X10x10cm Of 1:2:4 Mix ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20Mm Nominal Size ) Including Cost Of Cutting Holes And Making Good The Walls Etc. : 535 100 Mm Diameter Pipe 536 Providing And Fixing G.I. Soil / Waste Pipes Complete With G.I. Fittings And Clamps, I / C Cutting And Making Good The Walls Etc. 537 32 Mm Dia. Nominal Bore 538 40 Mm Dia. Nominal Bore 539 50 Mm Dia. Nominal Bore 540 Providing And Fixing Trap Of Self Cleansing Design With Screwed Down Or Hinged Grating With Or Without Vent Arm Complete, Including Cost Of Cutting And Making Good The Walls And Floors : 541 100 Mm Inlet And 100 Mm Outlet 542 Hubless Centrifugally Cast ( Spun ) Iron Epoxycoated Inside & Outside As Per Is:15905 543 Cutting Holes Up To 15 X 15 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 Course Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size ) , Including Finishing Complete So As To Make It Leak Proof. 544 Providing & Fixing In Position Gi 100X50 Elbowfloor Drainincluding Cost Of Cutting And Making Good The Walls And Floors Whereverrequired. 545 Providingandfixing125mmdias / S Grating ( Withorwithouthole ) For Floor Or Nahani Trap. 546 Providing And Fixing Soap Dispenser With Glass Bottlefrom Wall Of Standard Shape Withfittings Of Approved Quality With All Complete. Make Jaquar - Acn-1135N & Equivalent 547 Providing & Fixing600 Mm Towel Rail Long Stanless Steel From Wall Face With Concealedfittings Arrangement Of Approved Quality With All Complete. Make Jaquar - Can-1111Sm 548 Providing And Fixing Ptmt Soap Dish Holder Having Length Of 138Mm, Breadth 102Mm, Height Of 75Mm With Concealed Fitting Arrangements, Weighing Not Less Than 106 Gms. 549 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. 550 600 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. 551 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. 552 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. 553 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. 554 Coupler 555 110 Mm 556 Single Tee With Door 557 110X110x110 Mm 558 Bend 87.5° 559 110 Mm 560 Shoe ( Plain ) 561 110 Mm Shoe 562 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. 563 110 Mm 564 Supplying And Fixingofhdpe Pipe ( Pe Grade 63 - Pn-8 ) Confirming To Is 14333-1996Chemical Waste Pipes Jointed With Rubber Ring With Good Quality Lubricantwithfittingsinclussive Of Allnecessaryspecialslike Bends, Tees, Offsets, Junctions Etc Laid Under Floor / Under Ceiling / On Walls With Suitable Clamps And Specialscuring, Necessary Chasing, Jointing And Restoring To Original Conditions, Testing Etc. Including All Other Incidental Chargesetc.Complete For Successful Completion Of Work As Per Specifications, And Asdirected By Engineer -In- Charge. 565 110 Mm Outer Dia 566 50 Mm Outer Dia 567 Providing & Fixing In Position Upvc POr S Trap Of Self Cleaning Design Offollowingsizesfor The Embedded Areasmaking Proper Connection Withchemical Sealent Joint , Cutting Chase / Hole In Floors / Slabs And Bringing The Same In Proper Condition In Cement Concrete 1:2:4 Mix Complete As Required. Including Cost Of Cutting And Making Good The Walls And Floors Wherever Required. 568 Providing & Fixingwater Cooler Wth Stainless Steel Having Storage Capacity Of 80 Liter & Cooling Capacity 60 Liter / Hour With Reverse Osmosis System & Ultra Voilet Membrane Tds Reduction 90% Having Automatic Back Wash System With Filteration Unit & All Other Required Accessories Complete In All Respect As Per Direction Of The Engineer In Charge . 569 Sub Head– Ii Water Supply 570 Providing And Fixing G.I. Pipes Complete With G.I. Fittings And Clamps, I / C Cutting And Making Good The Walls Etc. 571 Internal Work – Exposed On Wall. 572 20 Mm Nominal Outer Dia Pipes 573 25 Mm Nominal Outer Dia Pipes 574 32 Mm Nominal Outer Dia Pipes 575 40 Mm Nominal Outer Dia Pipes 576 50 Mm Nominal Outer Dia Pipes 577 65 Mm Nominal Outer Dia Pipes 578 80 Mm Nominal Outer Dia Pipes 579 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. 580 Concealed Including Cutting Chases And Making Good The Wall Etc. 581 15 Mm Nominal Outer Dia Pipes 582 20 Mm Nominal Outer Dia Pipes 583 25 Mm Nominal Outer Dia Pipes 584 Providing And Fixing Gun Metal Gate Valve With C.I. Wheel Of Approved Quality ( Screwed End ) : 585 20 Mm Dia. Nominal Bore 586 25 Mm Dia. Nominal Bore 587 32 Mm Dia. Nominal Bore 588 40 Mm Dia. Nominal Bore 589 50 Mm Dia. Nominal Bore 590 Providing And Fixing Ball Valve ( Brass ) Of Approved Quality, High Or Low Pressure, With Plastic Floats Complete : 591 25 Mm Nominal Bore 592 Providing And Fixing Hand Held Ablution Fitting ( Health Faucet ) With 1.2 Meter Long Flexible Tube And Wall Hook, All Complete Approved Engineer-In-Charge 593 Supply And Fixing Of 15Mm Cp Brass 2 -Way Bib Cock With Wall Flange And Suitable Length Cp Brass Extension Pipe All Of Approved Engineer-In-Charge 594 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 595 Providing And Fixing C.P. Brass Long Nose Bib Cock Of Approved Quality Conforming To Is Standards And Weighing Not Less Than 810 Gms. 596 15 Mm Nominal Bore 597 Providing And Fixing C.P. Brass Stop Cock ( Concealed ) Of Standard Design And Of Approved Make Conforming To Is:8931. 598 15 Mm Nominal Bore 599 Providing And Fixing C.P. Brass Angle Valve For Basin Mixer And Geyser Points Of Approved Quality Conforming To Is:8931 600 15Mm Nominal Bore 601 Providing And Fixing Uplasticised Pvc Connection Pipe With Brass Unions : 602 45 Cm Length 603 15 Mm Nominal Bore 604 Providing And Fixing C.P. Brass Shower Rose With 15 Or 20 Mm Inlet : 605 150 Mm Diameter 606 Providing And Fixing Cp Brass Single Lever Telephonic Wall Mixer Of Quality & Make As Approved By Engineer In Charge. 607 ( A ) 15 Mm Nominal Dia 608 Providing , Fixing, Testing And Commissioning Of Cp Brass 150 Mmx 150 Mmshower Head With Wall Flange With All Accessories As Required Andmaking Good The Walls Wherever Required. ( Make-Jaquar -Model No- Ohs-35495 Or Equivalent. ) 609 Supply , Erection , Testing & Commissioning Of Automatic Water Level Control Panel & Related Accessories For Pumping Automation With Consisting Of Automatic Water Level Controller , Level Sensor Withstainless Steel Probe, Motorized Butterfly Valve, Motorized Valve Controller With Complete In All Respect. 610 Upto 50 Mm Dia. Nominal Bore 611 Subhead– Iii Drainage 612 Supply And Fixing Hdpe Double Wall Corrugated ( Dwc ) I.S 16098 ( Part - 2 ) 3013 For Soil / Waste Pipe Under Ground Drainage System Withjointed With Rubber Ring With Good Quality Lubricant For Fittings, Inclusive Of All Necessary Specials Like Bends, Tees, Offsets, Junctions, Re Excavtion And Refillig Etc Complete. 613 150 Mm Diameter 614 200 Mm Diameter 615 Providing And Fixing Square-Mouth S.W. Gully Trap Class Sp-1 Complete With C.I. Grating Brickmasonry Chamber With Water Tight C.I. Cover With Frame Of 300 X300 Mm Size ( Inside ) The Weight Of Cover To Be Not Lessthan 4.50 Kg And Frame To Be Not Less Than 2.70 Kg As Per Standard Design : 616 180X150 Mm Size P Type 617 With Fly Ash Bricks ( Non Modular ) Bricks Of Class Designation 7.5 618 Providingandlayingnon-Pressurenp2class ( Lightduty ) 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 : 619 150 Mm Dia. R.C.C. Pipe 620 250 Mm Dia. R.C.C. Pipe 621 300 Mm Dia. R.C.C. Pipe 622 Constructing Brick Masonry Manholein Cement Mortar 1:4 ( 1 Cement :4 Coarse Sand ) With Rcc Top Slab With 1:2:4 Mix ( 1 Cement : 2 Coarse Sand : 4 Stone Aggregate 20 Mm Nominal Size ) , Foundation Concrete 1:4:8 Mix ( 1 Cement : 4 Coarse Sand : 8 Stone Aggregate 40 Mm Nominal Size ) Inside Plastering12 Mm Thick With Cement Mortar 1:3 ( 1 Cement : 3 Coarse Sand ) Finished With A Floating Coat Of Neat Cement, Foundation Cocreate 1:3:6 Mix ( 1 Cement :3 Coarse Sand : 6 Graded Stone Aggregate 40 Mm Norminal Size ) , And Making Necessary Channel In Cement Concrete 1:2:4 ( 1 Cement :2 Coarse Sand :4 Graded Stone Aggregate 20 Mm Norminal Size ) Finished With A Floating Coat Of Neat Cementcomplete As Per Standard Design . 623 Inside Size 90X80 Cms And 45 Cms Deep Including Ci Cover With Frame ( Light Duty ) 455X610 Mm Internal Dimensions Total Weight Of Cover & Frame To Be Not Less Than 38 Kg ( Weight Of Cover 23 Kg & Weight Of Frame 15 Kg ) 624 With Common Brunt Clay Fps ( Non Modular ) Bricks Of Class Designation 7.5 625 Extra Depth Formanhole 90X80 Cm 626 With Fpsbricks Class Designation 7.5 627 Providing Orange Colour Safety Foot Rest Of Minimum 6 Mm Thick Plastic Encapsulated As Per Is : 10910, On 12 Mm Dia Steel Bar Conforming To Is:1786, Having Minimum Cross Section As 23 Mmx25 Mm And Over All Minimum Length 263 Mm And Width As 165 Mm With Minimum 112 Mm Space Between Protruded Legs Having 2 Mm Tread On Top Surface By Ribbing Or Chequeringesides 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 Pecifications And Having Manufacture’S Permanent Identification Mark To Be Visible Even After Fixing, Including Fixing In Manholes With 30X20x15 Cm Cement Concrete Block 1:3:6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size ) Complete As Per Design. 628 Constructing Brick Masonry Road Gully Chamber 50X45x60 Cm With Bricks In Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) Including 500X450 Mm Pre-Cast R.C.C. Horizontal Grating With Frame Complete As Per Standard Design : 629 With Common Burnt Clay F.P.S. ( Non Modular ) Bricks Of Class Designation 7.5 630 Electrical Works 0.375 Girls Dormitory With 3 Nos. Warden Residence 631 Sub Head - I: Circuit Cum Point Wiring 632 Switch Control Light Points 633 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. 634 Wiring For Group Controlled ( Looped ) Light Point / Fan Point / Exhaust Fan Point / Call Bell Point ( Without Independent Switch Etc. ) With 1.5 Sq. Mm Frls Pvc Insulated Copper Conductor Single Core Cable In Surface / Recessed Pvc Conduit, And Earthing The Point With 1.5 Sq. Mm Frls Pvc Insulated Copper Conductor Single Core Cable Etc As Required. ( Switch Control Secondary Points ) 635 Group C 636 Wiring For Light Point / Fan Point / Exhaust Fan Point / Call Bell Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable In Surface / Recessed Steel Conduit, With 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. ( Switch Control Primary Points ) 637 Group C 638 Wiring For Group Controlled ( Looped ) Light Point / Fan Point / Exhaust Fan Point / Call Bell Point ( Withoutindependent 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. ( Switch Control Secondary Points ) 639 Group C 640 Mcb Control Light Points 641 Wiring For Light Point / Fan Point / Exhaust Fan Point / Call Bell Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable In Surface / Recessed Steel Conduit, With 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. ( Switch Control Primary Points ) 642 Primary Point Controlled By One Mcb. 643 Same As Item Above But Secondary Point. I.E. Points To Be Looped With Primary Pointwith 2.5 Sqmm Wire And Point Wiring 644 Wiring For Light / Power Plug With 2X4 Sq. Mm Frls Pvc Insulated Copper Conductor Single Core Cable In Surface / Recessed Steel Conduit Alongwith 1 No. 4 Sq. Mm Frls Pvc Insulated Copper Conductor Single Core Cable For Loop Earthing As Required. 645 Wiring For Circuit / Submain Wiring Alongwith Earth Wire With The Following Sizes Of Frls Pvc Insulated Copper Conductor, Single Core Cable In Surface / Recessed Steel Conduit As Required. 646 2 X 1.5 Sq. Mm + 1 X 1.5 Sq. Mm Earth Wire 647 2 X 2.5 Sq. Mm + 1 X 2.5 Sq. Mm Earth Wire 648 2 X 6 Sq. Mm + 1 X 6 Sq. Mm Earth Wire 649 2 X 10 Sq. Mm + 1 X 10 Sq.Mm Earth Wire 650 4 X 10 Sq. Mm + 2 X 6 Sq. Mm Earth Wire 651 4 X 16 Sq. Mm + 2 X 6 Sq. Mm Earth Wire 652 Supplying And Fixingsuitable Size Gi Box With Modular Plate And Cover In Front On Surface Or In Recess Including Providing And Fixing3 Pin 5 / 6 Amp Modular Socket Outlet And 5 / 6 A Modular Switch, Connection Etc. As Required. 653 Supply And Wiringfor 250 Volts Singlephase And Neutral 2 Nos 6 Amps Socket Outlate With Control By 1 No Switched With 2.5 Sq.Mm Pvcinsulatedcopper Conductor1100 Volts Grade Stranded Flexible Frls Wires Inconcealed Or Surface Mounted 25 Mm Dia 2Mm Thickpvc Conduit Including Providing And Fixing Of 6 Amps 3 Pin Switch Socket Outlet Of Aprpoved Make And Design In 2 Mm Thick Gi Box With Grid Plate And Earthingofthird Pin Of The Socket With2.5Sq. Mm Pvc Insulated Copper Conductor Strandedflexiblefrlswire. ( Maximum Four No. Of Switches Socket Shall Be Connected On Onecircuit ) 654 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. 655 Supplying And Fixing 63 A, 415 V, Tpn Industrial Type Socketoutlet, With 4 Pole And Earth, Metal Enclosed Plug Topalongwith 63 A C Curve, Tpmcb, In Sheet Steel Enclosure, On Surface Or In Recess, With Chained Metal Cover For The Socket Outlet And Complete With Connections, Testing And Commissioning Etc. As Required. 656 Supplying And Fixing 80 A, 415 V, Tpn Industrial Type Socket Outlet, With 4 Pole And Earth, Metal Enclosed Plug Top Alongwith 80 A C Curve, Tpmcb, In Sheet Steel Enclosure, On Surface Or In Recess, With Chained Metal Cover For The Socket Outlet And Complete With Connections, Testing And Commissioning Etc. As Required. 657 Supplying And Fixing 3 Pin, 5 A Ceiling Rose On The Existing Junction Box / Wooden Block Including Connections Etc. As Required. 658 Supplying & Fixing Suitable Size Gi Box Wih Modular Plate And Cover In Front On Surface Or In Recess I / C Providing And Fixing 25 Amp Modular Socket Outlet And 25 Amps Modular Sp Mcb, “C” Curve Including Connection, Painting Etc. As Required. ( AcS & Gysers ) 659 Supplying And Fixing Following Modular Switch / Socket On The Existing Modular Plate & Switch Box Including Connections But Excluding Modular Plate Etc. As Required. 660 Telephone Socket Outlet 661 Supplying And Fixing Following Size / Modules, Gi Box Alongwith Modular Base & Cover Plate For Modular Switches In Recess Etc. As Required. 662 1 Or 2 Module ( 75Mmx75mm ) 663 6 Module ( 78Mm X 205 Mm X 50 Mm ) 664 Supplying And Fixing Following Size / Modules, Gi Box Alongwith Modular Base & Cover Plate For Modular Switches In Recess Etc. As Required. 665 3 Pin , 5 / 6 Amps Socket Outlet 666 5 / 6 Amps Switch 667 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. 668 25 Mm 669 32 Mm 670 Subhead -Ii - Fittings & Fixtures 671 Supply, Installation, Testing And Commissioning Of 10 W Bulk Head Light. 672 Supply, Installation, Testing And Commissioning Of 5W Mirror Light. 673 Supply, Installation, Testing And Commissioning Of 18W Surface / Recessed Mounted Led Circular Downlighter. 674 Supply, Installation, Testing And Commissioning Of 18 / 20W Wall / Surface Mouted 4 Ft. Led 675 Supply, Installation, Testing And Commissioning Of 15Wsurface Mountedled Square Downlighter. 676 Supply, Installation, Testing And Commissioning Of150 W Chandelier 677 Supply, Installation, Testing And Commissioning Of 12 / 9Wrecessed Mountedled Circular Downlighter. 678 Supply, Installation, Testing And Commissioning Of9w ( Nominal ) Wall Bracket Light 679 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 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. 680 Supplyinstallation, Testing And Commissioning Of 250 Mm Dia Domestic Exhaust Fan 681 Subhead - Iii - Distribution Boards 682 Supplying And Fixing Following Way, Single Pole And Neutral, Sheet Steel, Mcb Distribution Board, 240 V, On Surface / Recess, Complete With Tinned Copper Bus Bar, Neutral Bus Bar, Earth Bar, Din Bar, Interconnections, Powder Painted Including Earthing Etc. As Required. ( But Without Mcb / Rccb / Isolator ) 683 6 Way, Double Door 684 8 Way, Double Door 685 12 Way, Double Door 686 Supplying And Fixing Following Way, Three Pole And Neutral, Sheet Steel, Mcb Distribution Board, 415 Volts, On Surface / Recess Complete With Tinned Copper Busbar, Neutral Busbar, Earth Bar, Din Bar, Detachable Gland Plate, Interconnections, Phosphatized And Powder Painted Including Earthing Etc. As Required. ( But Without Mcb / Rccb / Isolator ) 687 4 Way ( 4 + 12 ) , Double Door 688 6 Way ( 4 + 18 ) , Double Door 689 8 Way ( 4 + 24 ) , Double Door 690 Supplyingand Fixingoffollowingwayssurface / Recessmounting, 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. ) 691 12 Way ( 4 + 36 ) , Double Door 692 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. 693 Single Pole 694 Single Pole Neutral 695 Supplying And Fixing Following Rating, Double Pole, 240 V, Isolator In The Existing Mcb Db Complete With Connections, Testing And Commissioning Etc. As Required. 696 40 A 697 63 A 698 Supplying And Fixing Following Rating, Four Pole, 415 V, Isolator In The Existing Mcb Db Complete With Connections, Testing And Commissioning Etc. As Required. 699 25 A 700 40 A 701 63 A 702 Supplying And Fixing Following Rating, Double Pole, ( Single Phaseand 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. 703 25 A 704 40 A 705 63 A 706 Supplying And Fixing Single Pole Blanking Plate In The Existing Mcb Db Complete Etc. As Required. 707 Sub Head-Iv , Lightning Conductor 708 Lightning Conductor 709 Providing And Fixing Of Lightning Conductor Finial, Made Of 25 Mm Dia 300 Mm Long, G.I. Tube, Having Single Prong At Top, With 85 Mm Dia 6 Mm Thick G.I. Base Plate Including Holes Etc. Complete As Required. 710 Fixing Of Lightning Conductor Finial ( Single Prong ) With Base Plate Including Holes Etc. Complete As Required. 711 Jointing Copper / G.I. Tape ( With Another Copper / G I Tape, Base Of The Finial Or Any Other Metallic Object ) By Riveting / Nut Bolting / Sweating And Soldering Etc As Required. 712 Providing And Fixing G.I. Tape 20 Mm X 3 Mm Thick On Parapet Or Surface Of Wall For Lightning Conductor Complete As Required. ( For Horizontal Run ) 713 Providing And Fixing G.I. Tape 20 Mm X 3 Mm Thick On Parapet Or Surface Of Wall For Lightning Conductor Complete As Required. ( For Vertical Run ) 714 Fixing Of Copper / G.I. Tape 20 Mm X 3 Mm Thick On Parapet Or Surface Of Wall For Lightning Conductor Complete As Required. ( For Vertical Run ) 715 Providing And Fixing Testing Joint, Made Of 20 Mm X 3 Mm Thick G.I. Strip, 125 Mm Long, With 4 Nos. Of G.I. Bolts, Nuts, Chuck Nuts And Spring Washers Etc. Complete As Required. 716 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. Details Of Cost For One Set 717 Providing And Fixing 25 Mm X 5 Mm G.I. Strip In 40 Mm Dia G.I. Pipe From Earth Electrode Including Connection With G.I. Nut, Bolt, Spring, Washer Excavation And Re-Filling Etc. As Required. 718 [ Type-4 Vice Principal Residence+Guest House ] 719 Earth Work 720 Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) / Manual Means In Foundation Trenches Or Drains ( Not Exceeding 1.5 M In Width Or 10 Sqm On Plan ) , Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M, Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M. 721 All Kinds Of Soil 722 Filling Available Excavated Earth ( Excluding Rock ) In Trenches, Plinth, Sides Of Foundations Etc. In Layers Not Exceeding 20Cm In Depth, Consolidating Each Deposited Layer By Ramming And Watering, Lead Upto 50 M And Lift Upto 1.5 M. 723 Supplying And Filling In Plinth With Sand Under Floors, Including Watering, Ramming, Consolidating And Dressing Complete. 724 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. 725 Concrete Work 726 Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level:1:5:10 ( 1 Cement : 5 Coarse Sand ( Zoneiii ) Derived From Natural Sources : 10 Graded Stone Aggregate 40 Mm Nominal Size Derived From Natural Sources ) 727 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 ) 728 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. 729 Making Plinth Protection 50Mm Thick Of Cement Concrete 1:3:6 ( 1 Cement : 3 Coarse Sand ( Zone-Iii ) Derived From Natural Sources : 6 Graded Stoneaggregate 20 Mm Nominal Size Derived From Natural Sources ) Over 75Mm Thick Bed Of Dry Brick Ballast 40 Mm Nominal Size, Well Rammed Andconsolidated And Grouted With Fine Sand, Including Necessary Excavation, Levelling & Dressing & Finishing The Top Smooth. 730 Brick Edging In Full Brick Width And Half Brick Depth Including Excavation Refilling And Disposal Of Surplus Earth Lead Upto 50 Metres. With Common Burnt Clayf.P.S. ( Non Modulur ) Bricks Of Class Designation 75 731 Reinforced Cement Concrete 732 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For All Heights : 733 Foundations, Footings, Bases Of Columns, Etc. For Mass Concrete. 734 Suspended Floors, Roofs, Landings, Balconies And Access Platform. 735 Lintels, Beams, Plinth Beams, Girders, Bressumers 736 Columns, Pillars, Piers, Abutments, Posts And Struts. 737 Edges Of Slabs And Breaks In Floors And Walls Under 20 Cm Wide. 738 Steel Reinforcement For R.C.C. Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Upto Plinth Level. Thermo-Mechanically Treated Bars Of Grade Fe-500D Or More. 739 Steel Reinforcement For R.C.C. Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Above Plinth Level. Thermo-Mechanically Treated Bars Of Grade Fe-500 D Or More. 740 Pile Work 741 Boring, Providing And Installation Bored Cast-In-Situ Reinforced Cement Concrete Piles Of Grade M-25 Of Specified Diameter And Length Below The Pile Cap, To Carry A Safe Working Load Not Less Than Specified, Excluding The Cost Of Steel Reinforcement But Including The Cost Of Boring With Bentonite Solution And 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 Etc. By Percussion Drilling Using Direct Mud Circulation ( Dmc ) Or Bailer And Chisel Technique By Tripod And Mechanical Winch Machine 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 ) 400 Mm Dia Piles 742 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. 743 Single Pile Upto 50 Tonne Safe Capacity 744 Initial Test ( Test Load 2.5 Times The Safecapacity ) 745 Routine Test ( Test Load 1.5 Times The Safecapacity ) 746 Group Of Two Or More Piles Upto 50 Tonne Safe Capacity 747 Initial Test ( Test Load 2.5 Times The Safecapacity ) 748 Routine Test ( Test Load 1.5 Times The Safecapacity ) 749 Add For Plaster Drip Course / Groove In Plastered Surface Or Moulding To R.C.C. Projections. 750 Providing And Laying In Position Ready Mixed Or Site Batched Design Mix Cement Concrete For Reinforced Cement Concrete Work; Using Coarseaggregate And Fine Aggregate Derived From Natural Sources, Portland Pozzolana / Ordinary Portland / Portland Slag Cement, Admixtures Inrecommended Proportions As Per Is: 9103 To Accelerate / Retard Setting Of Concrete, To Improve Durability And Workability Without Impairingstrength; Including Pumping Of Concrete To Site Of Laying, Curing, Carriage For All Leads; But Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement As Per Direction Of The Engineer-In-Charge; For The Following Grades Of Concrete.Note: Extra Cement Up To 10% Of The Minimum Specified Cement Content In Design Mix Shall Be Payable Separately. In Case The Cement Contentin Design Mix Is More Than 110% Of The Specified Minimum Cement Content, The Contractor Shall Have Discretion To Either Re-Design The Mix Or Bear The Cost Of Extra Cement. 751 All Works Upto Plinth Level 752 Concrete Of M25 Grade With Minimum Cementcontent Of 330 Kg / Cum 753 ( I ) R.C.C. Work In Footing 754 ( Ii ) R.C.C. Work In Beam 755 ( Iii ) R.C.C. Work In Columns 756 All Works Above Plinth Level Upto Floor V Level 757 Concrete Of M25 Grade With Minimum Cementcontent Of 330 Kg / Cum 758 ( I ) R.C.C. Work In Lintel 759 ( Ii ) R.C.C. Work In Beam 760 ( Iii ) R.C.C. Work In Columns 761 ( Iv ) R.C.C. Work In Slab 762 Masonry Work 763 Half Brick Masonry With Common Burnt Clay F.P.S. ( Non Modular ) Bricks Of Class Designation 7.5 In Foundations And Plinth In : Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) 764 Extra For Providing And Placing In Position 2 Nos 6Mm Dia. M.S. Bars At Every Third Course Of Half Brick Masonry. 765 Brick Work With Non Modular Fly Ash Bricks Conforming To Is:12894, Class Designation 10 Average Compressive Strength In Superstructure Above Plinth Level Up To Floor V Levelin : 766 Cement Mortar 1:6 ( 1 Cement : 6 Coarse Sand ) 767 Providing And Laying Autoclaved Aerated Cement Blocks Masonry With 150Mm / 230Mm / 300 Mm Thick Aac Blocks In Super Structure Above Plinth Level Up To Floor V Level With Rcc Band At Sill Level And Lintel Level With Approved Block Laying Polymer Modified Adhesive Mortar All Complete As Per Direction Of Engineer-In-Charge. ( The Payment Of Rccband And Reinforcement Shall Be Made For Seperately ) . 768 Brick Work With Non Modular Fly Ash Bricks Conforming To Is:12894, Class Designation 10 Average Compressive Strength In Foundation And Plinth In : Cement Mortar 1:6 ( 1 Cement : 6 Coarse Sand ) 769 Cladding Work 770 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. 771 Granite Stone Slab Colour Black, Cherry / Ruby Red 772 Area Of Slab Upto 0.50 Sqm 773 Area Of Slab Over 0.50 Sqm 774 Providing Edge Moulding To 18Mm Thick Marble Stone Counters, Vanities Etc. Including Machine Polishing To Edge To Give High Gloss Finish Etc. Complete As Per Design Approved By Engineer-In-Charge. 775 Granite Work 776 Extra For Fixing Marble / Granite Stone Over And Above Corresponding Basic Item, In Facia And Drops Of Width Upto 150 Mm With Epoxy Resin Based Adhesive Including Cleaning Etc. Complete. 777 Extra For Providing Opening Of Required Size & Shape For Wash Basins / Kitchen Sink In Kitchen Platform, Vanity Counters And Similar Location In Marble / Granite / Stone Work Including Necessary Holes For Pillar Taps Etc. Including Moulding, Rubbing And Polishing Of Cut Edges Etc. Complete. 778 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. 779 Wood And Pvc Work 780 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 Bothfaces Of Shutters:35 Mm Thick Including Isi Marked Stainless Steel Butt Hinges With Necessary Screws 781 Extra For Providing Lipping With 2Nd Class Teak Wood Battens 25 Mm Minimum Depth On All Edges Of Flush Door Shutters ( Over All Area Of Door Shutter To Be Measured ) . 782 Extra For Cutting Rebate In Flush Door Shutters ( Total Area Of The Shutter To Be Measured ) . 783 P / F Curtain Rods Of 1.25Mm Thick Chromium Plated Brass Plate, With Two Chromium Plated Brass Brackets Fixed With C.P. Brass Screws And Wooden Plugs Etc. Wherever Necessary Complete ( A ) 25 Mm Dia. 784 Providing And Fixing M.S. Grills Of Required Pattern In Frames Of Windows Etc. With M.S. Flats, Square Or Round Bars Etc. Including Priming Coat With Approved Steel Primer All Complete. Fixed To Steel Windows By Welding. 785 Providing And Fixing Oxidised M.S. Casement Stays ( Straight Peg Type ) With Necessary Screws Etc. Complete. 786 300 Mm Weighing Not Less Than 200 Gms 787 250 Mm Weighing Not Less Than 150 Gms 788 Providing And Fixing Aluminium Hanging Floor Door Stopper Isi Marked Anodised ( Anodic Coating Not Less Than Grade Ac 10 As Per Is : 1868 ) Transparent Or Dyed To Required Colour Or Shade With Necessary Screws Etc. Complete. Twin Rubber Stopper 789 Providing And Fixing Factory Made Door Frame ( Single Rebate ) Made Out Of Single Piece Extruded Solid Pvc Foam Profile With Homogenous Finecellular Structure Having Smooth Outer Integral Skin Having 62 Mm Width & 32 Mm Thickness, Frame Will Be Mitred & Jointed With Self Driven Selftapping Screws Of Size 38 Mm X 4 Mm & Pvc Solvent Cement, Including Fixing The Frame To Wall With Suitable Dia & Length Anchor Fastener As PermanufacturerS Specification And Direction Of Engineer-In-Charge. 790 Providing And Fixing Pvc Rigid Foam Sheet 1 Mm Thick On Existing Door Shutters ( Bathroom And W.C. Doors ) Using Synthetic Rubber Basedadhesive. 791 Providing & Fixing Decorative High Pressure Laminated Sheet Of Plain / Wood Grain In Gloss / Matt / Suede Finish With High Density Protective Surface Layer And Reverse Side Of Adhesive Bonding Quality Conforming To Is : 2046 Type S, Including Cost Of Adhesive Of Approved Quality. 1.0 Mm Thick 792 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 : 30 Mm Thick Shutters With Isi Marked Stainless Steel Butt Hinges Of Required Size, Kiln Seasoned And Chemically Treated Hollock Wood 793 Providing And Fixing Fly Proof Stainless Steel Grade 304 Wire Gauge, To Windows And Clerestory Windows Using Wire Gauge With Average Width Of Aperture 1.4 Mm In Both Directions With Wire Of Dia. 0.50 Mm All Complete.With 12 Mm Mild Steel U Beading 794 Providing And Fixing Bright / Matt Finished Stainless Steel Handles Of Approved Quality & Make With Necessary Screws Etc All Complete. ( A ) 125 Mm. 795 Providing & Fixing Stainless Steel Sliding Door Bolts Isi Marked Anodised ( Anodic Coating Not Less Than Grade Ac 10 As Per Is : 1868 ) Transparent Or Dyed To Required Colour Or Shade With Nuts And Screws Etc Complete. ( A ) 250Mm X 16Mm . 796 Providing And Fixing Stainless Steel Towerbolts ( Barrel Type ) With Necessary Screws Etc. Complete. 797 300 X 10Mm 798 150 X 10Mm 799 Providing And Fixing 6Mm Thick Both Sides Pre-Laminated Cement Bonded Wood Particle Board As Per Is : 15786:2008 Of Approved Brand And Shade With Suitable Full Threaded Steel Screws Etc. On The Backing Of Racks, Drawer, Cupboard, Kitchen Cabinet Under Kitchen Counter Etc. All Complete As Per Direction Of Engineer In-Charge. 800 Providing And Fixing Cupboard Shutter With 19Mm Thick One Side Decorative And Other Side Balancing Lamination Factory Pressedbwp Grade Marine Ply As Per Is 710 Of Approved Brand Including 2Mm Thick Pvc Edge Banding Tape With Hot Glue By Edge Bending Machine Etc. With Auto Closing Spring Loaded Hinges ( Hydraulic Type ) Etc. Complete As Per Direction Of Engineer In-Charge. ( Payment Of Providing And Fixing Auto Closing Hinges Shall Be Paid Separately ) 801 Providing And Fixing 19Mm Thick Both Side Balancing Lamination Factory Pressed Bwp Grade Marine Ply As Per Is 710 Of Approvedbrand Boxes, Shelves, Racks, Almirah, Cupboard And Drawer Etc. Including Necessary Nails, Screws Etc. Complete As Per Direction Of Engineer-In-Charge. 802 Providing And Fixing Stainless Steel Fancy Handle Of Approved Make Fixed With Ss Screws Etc. Complete As Per Direction Ofengineer-In-Charge. 200 Mm 803 Providing And Fixing Stainless Steel Fancy Handle Of Approved Make Fixed With Ss Screws Etc. Complete As Per Direction Ofengineer-In-Charge. 100 Mm For Kitchen Cabinets 804 Providing And Fixing Stainless Steel Soft Closing Spring Hinges At 0 Degree Hinges ( Hydraulic Type ) Of Approved Make / Brand Tocupboard Shutters With Full Threaded Steel Screws Including Making Necessary Recess In Board And Finished Etc. Complete Asperdirection Of Engineer-In-Charge 805 Providing And Fixing Stainless Steel Soft Closing Heavy Type Telescopic Drawer Channels Of Approved Make 500 Mm Long With Screws Etc. Complete As Per Directions Of Engineer- In-Charge 806 Ss Hanging Rod For Cb 807 Providing And Fixing 25 Mm Dia. Ss Pipe Hanging Rods With Ss Brackets : 808 Steel Work 809 Providing And Fixing Factory Made Isi Marked Steel Glazed Doors, Windows And Ventilators, Side / Top / Centre Hung, With Beading And All Members Such As F7d, F4b, K11 B And K12 B Etc. Complete Of Standard Rolled Steel Sections, Joints Mitred And Flash Butt Welded And Sash Bars Tenoned And Riveted, Including Providing And Fixing Of Hinges, Pivots, Including Priming Coat Of Approved Steel Primer, But Excluding The Cost Of Other Fittings, Complete All As Per Approved Design, ( Sectional Weight Of Only Steel Members Shall Be Measured For Payment ) . Fixing With 15X3 Mm Lugs 10 Cm Long Embedded In Cement Concrete Block 15X10x10 Cm Of C.C. 1:3:6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size ) . 810 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 811 Providing And Fixing M.S. Tubular Frames For Doors, Windows, Ventilators And Cupboard With Rectangular / L-Type Sections, Made Of 1.60 Mm Thick M.S. Sheet, Joints Mitred, Welded And Grinded Finish, With Profiles Of Required Size, Including Fixing Of Necessary Butt Hinges And Screws And Applying A Priming Coat Of Approved Steel Primer.Fixing With 15X3 Mm Lugs 10 Cm Long Embedded In Cement Concrete Block 15X10x10 Cm Of C.C. 1:3:6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size ) 812 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. 813 Steel Work Welded In Built Up Sections / Framed Work, Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steelprimer Using Structural Steel Etc. As Required.In Gratings, Frames, Guard Bar, Ladder, Railings, Brackets, Gates And Similar Works 814 Providing & Fixing Glass Panes With Putty And Glazing Clips In Steel Doors, Windows, Clerestory Windows, All Complete With : 4.0 Mm Thick Glass Panes. 815 Flooring 816 Kota Stone Slab Flooring Over 20 Mm ( Average ) Thick Base Laid Over And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slab, Including Rubbing And Polishing Complete With Base Of Cement Mortar 1 : 4 ( 1 Cement : 4 Coarse Sand ) : 25 Mm Thick 817 Kota Stone Slabs 20 Mm Thick In Risers Of Steps, Skirting, Dado And Pillars Laid On 12 Mm ( Average ) Thick Cement Mortar 1:3 ( 1 Cement: 3 Coarse Sand ) And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slabs, Including Rubbing And Polishing Complete. 818 Providing And Laying Vitrified Tiles In Floor In Different Sizes ( Thickness To Be Specified By The Manufacturer ) With Water Absorption Less Than 0.08% And Conforming To Is:15622, Of Approved Brand & Manufacturer, In All Colours And Shade, Laid On 20 Mm Thick Cement Mortar 1:4 ( 1 Cement: 4 Coarse Sand ) Jointing With Grey Cement Slurry @3.3 Kg / Sqm Including Grouting The Joints With White Cement And Matching Pigments Etc. The Tiles Must Be Cut With The Zero Chipping Diamond Cutter Only . Laying Of Tiles Will Be Done With The Notch Trowel, Plier, Wedge, Clips Of Requiredthickness, Leveling System And Rubber Mallet For Placing The Tiles Gently And Easily.Glazed Vitrified Tiles Matt / Antiskid Finish Of Size Size Of Tile 600 X 600 Mm 819 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. 820 Providing And Laying Vitrified Tiles In Different Sizes ( Thickness To Be Specified By Manufacturer ) , With Water Absorption Less Than 0.08 % And Conforming To I.S. 15622, Of Approved Make, In All Colours & Shade, In Skirting, Riser Of Steps, Over 12 Mm Thick Bed Of Cement Mortar 1:3 ( 1 Cement: 3 Coarse Sand ) , Jointing With Grey Cement Slurry @ 3.3Kg / Sqm Including Grouting The Joint With White Cement & Matching Pigments Etc. Complete. Size Of Tile 600X600 Mm 821 Roofing 822 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 : 823 With Residual Type Petroleum Bitumen Of Grade Vg -10 824 Supply & Fixing Of Prepainted Coloured Trapezoidal Or Approved Profiled Sheeting 1000-1020 Mm Cover Width, 28-30 Mm High Crests With Subtle Square Fluting In The Five Pan At Nominal 190-255 Mm ( As Approved By Eic ) Centre-To-Centre Manufactured Out Of 0.50 Mm Tct Hi-Tensile Prepainted Zincalume / Galvalume Steel ( Az-150 Gsm. Aluminium –Zinc Alloy Metallic Coating Of Total Both Sides 550 Mpa Yield Stress As Per As-1397 ) . Colour / Exterior Coat Of Rmp 20 Micron Top Coat Applied Over 5 Micron Primer And A 5 Micron Polyester Back Coat Applied Over 5 Microns Primer Or Equivalent Coating / Painting. The Sheet Shall Have Wide Pans With Stiffening Ribs For Effective Water Shedding And Special Male / Female Ends With Full Return Legs On Side Laps For Purlin Support. The Male End Of The Sheet Shall Have Anti-Capillary Flute At Side Laps To Prevent Leakages. The Sheet Shall Be Fixed By Means Of Anti Corrosive Approved Make Rust Shield ( Epoxy Polymer ) Coated Self-Drilling Self Tapping Fasteners 12-14 X 55 Mm With Epdm Seals Through Crest For Roofing And 12-24 X 20 Mm Through Valley ( Pans ) For Wall Cladding. The Sheet Shall Be Supplied In Lengths Maximum Up To 6-12 Meter Long To Suit Site Dimensions. The Scope Includes All Sealing Of Joint, Curves, Edges Or Other Accessories With Silicon Sealant. 825 Finishing 826 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. 1:6 ( 1 Cement: 6 Coarse Sand ) 827 15 Mm Cement Plaster On The Rough Side Of Single Or Half Brick Wall Of Mix : 1:6 ( 1 Cement: 6 Coarse Sand ) 828 6 Mm Cement Plaster On Celling ( A ) 1:3 ( 1 Cement:3 Fine Sand ) 829 Distempering With Oil Bound Washable Distemper Of Approved Brand And Manufacture To Give An Even Shade : New Work ( Two Or More Coats ) Over And Including Water Thinnable Priming Coat With Cement Primer. 830 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 ) . 831 Applying Priming Coat: 832 With Ready Mixed Pink Or Grey Primer Of Approved Brand And Manufacture On Wood Work ( Hard And Soft Wood ) 833 With Ready Mixed Red Oxide Zink Chromate Primer Of Approved Brand And Manufacture On Steel Galvanised Iron / Steel Works. 834 Painting Withsynthetic Enamel Paint Of Approvedbrandand Manufactureto Give An Even Shade: 835 Two Or More Coats On New Work. 836 Painting With Black Anti-Corrosive Bitumastic Paint Of Approved Brand And Manufacture To Give An Even Shade : Two Or More Coats On New Work 837 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. 838 Plumbing Internal Estimate ( Vice Principal& Guest House Residence ) 839 Sub Head– I Sanitary Installation 840 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:. 841 White Vitreous China Orissa Pattern W.C. Pan Of Size 580X440 Mm With Integral Type Foot Rests. 842 Providing And Fixing White Vitreous China Pedestal Type Water Closet ( European Type ) With Seat And Lid, 10 Litre Low Level White Vitreous China Flushing Cistern & C.P. Flush Bend With Fittings & C.I. Brackets, 40 Mm Flush Bend, Overflow Arrangement With Specials Of Standard Make And Mosquito Proof Coupling Of Approved Municipal Design Complete, Including Painting Of Fittings And Brackets, Cutting And Making Good The Walls And Floors Wherever Required : 843 W.C. Pan With Isi Marked White Solid Plastic Seat And Lid 844 Providing And Fixing Floor Mounted, White Vitreous China Single Piece, Double Traps Syphonic Water Closet Of Approved Brand / Make, Shape, Size And Pattern Including Integrated White Vitreous China Cistern Of Capacity 10 Litres With Dual Flushing System, Including All Fittings And Fixtures With Seat Cover, Cistern Fittings, Nuts, Bolts And Gasket Etc Including Making Connection With The Existing P / S Trap, Complete In All Respect As Per Directions Of Engineer-In-Charge. 845 Providing And Fixing White Vitreous China Battery Based Infrared Sensor Operated Urinal Of Approx. Size 610 X 390 X 370 Mm Having Pre & Post Flushing With Water ( 250 Ml & 500 Ml Consumption ) , Having Water Inlet From Back Side, Including Fixing To Wall With Suitable Brackets All As Per Manufacturers Specification Anddirection Of Engineer-In-Charge. 846 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: 847 White Vitreous China Wash Basin Size 550X400 Mmwith A Pair Of 15 Mm C.P. Brass Pillar Taps 848 Providing And Fixingwhite Vitreous China Wash Basin Under Counter Basin, With C.I. Concealed Type Brackets Fixed To Walls With Gi Rag Bolts Or Approved Fasteners Etc., Including 32 Mm Cp Brass Waste Coupling, Includingpainting Of Fittings And Brackets, Cutting And Making Good The Walls Wherever Required All Complete ( Granite Counter Top Will Be Measured And Paid Separately Under Relevent Item ) : As Per Approved Make And Decision Of Engineer-In-Charge 849 Providing And Fixing Toilet Paper Holder : 850 C.P. Brass 851 Providingandfixingcpbrassauto Closing System Basin Pillartap / Hand Washo Asapprovedbyengineer-In Charge 852 Providingandfixingcpbrasssingle Lever Basin Mixerwithout Popowith 450Mm Long Braided Hose ( Connection Pipe ) Basin Pillartapofjaquar Lyr-38001B Or Equivalentasapprovedbyengineer-In Charge. 853 Providing And Fixing 32Mm C.P Brass Bottle Trap Of Approved Quality & Make As Per The Direction Of Engineer-In-Incharge. 854 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. 855 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 Paintingoffittingsandbrackets, Cuttingandmakinggoodthewalls Wherever Required : 856 Kitchen Sink With Drain Board 857 510X1040 Mm Bowl Depth 250Mm 858 Applying Priming Coat: 859 610X460 Mm Bowl Depth 200 Mm 860 Providing And Fixing White Vitreous China Laboratory Sink With C.I. Brackets, C.P. Brass Chain With Rubber Plug, 40 Mm C.P Brass Waste And 40Mm C.P. Brass Trap With Necessary C.P. Brass Unions Complete, Including Painting Of Fittings And Brackets, Cutting And Making Good The Wall Wherever Required : 861 Size 450X300x150 Mm 862 Providing And Fixing P.V.C. Waste Pipe For Sinkor Wash Basin Including P.V.C. Waste Fittings Complete. 863 Flexible Pipe 864 40 Mm Dia 865 Providing And Fixing Soil, Waste And Vent Pipes : 866 100 Mm Dia 867 Hubless Centrifugally Cast ( Spun ) Iron Pipes Epoxy Coated Inside & Outside Is:15905 868 Providing And Fixing Bend Of Required Degree With Access Door, Insertion Rubber Washer 3 Mm Thick, Bolts And Nuts Complete. 869 100 Mm 870 Hubless Centrifugally Cast ( Spun ) Iron Epoxy Coated Inside & Outside I.S. 15905 871 Providing And Fixing Plain Bend Of Required Degree. 872 100 Mm 873 Hubless Centrifugally Cast ( Spun ) Iron Pipe Epoxy Inside & Outsideis: 15905 874 Providing And Fixing Heel Rest Sanitary Bend 875 100 Mm Dia 876 Sand Cast Iron S&S As Per Is - 3989 877 Providing And Fixing Double Equal Plain Junction Of Required Degree 878 100X100x100x100 Mm 879 Hubless Centrifugally Cast ( Spun ) Iron Pipe Epoxy Inside & Outsideis: 15905 880 Providing And Fixing Single Equal Plain Junction Of Required Degree With Access Door, Insertion Rubber Washer 3 Mm Thick, Bolts And Nuts Complete. 881 100X100x100 Mm 882 Sand Cast Iron S&S As Per Is: 3989 883 Providing And Fixing Single Equal Plain Junction Of Required Degree 884 100X100x100 Mm 885 Hubless Centrifugally Cast ( Spun ) Iron Pipe Epoxy Inside & Outsideis: 15905 886 Providing And Fixing Terminal Guard: 887 100 Mm 888 Hubless Centrifugally Cast ( Spun ) Iron Pipe Epoxy Inside & Outsideis: 15905 889 Providingand Fixing Shielded Coupling For Hubless Centrifugally Cast Iron Pipes 890 100 Mm 891 S S 304 Grade Coupling With Epdm Rubber Gasket 892 Providing And Fixing M.S. Stays And Clamps For Sand Cast Iron / Centrifugally Cast ( Spun ) Iron Pipes Of Diameter : 893 100 Mm 894 Painting Sand Cast Iron / Centrifugally Cast ( Spun ) Iron Soil, Waste Vent Pipes And Fittings With Two Coats Of Synthetic Enamel Paint Of Any Colour Such As Chocolate Grey, Or Buff Etc. Over A Coat Of Primer ( Of Approved Quality ) For New Work : 895 100 Mm Diameter Pipe 896 Providing And Fixing M.S. Holder-Bat Clamps Of Approved Design To Sand Cast Iron / Cast Iron ( Spun ) Pipe Embedded In And Including Cement Concrete Blocks 10X10x10cm Of 1:2:4 Mix ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20Mm Nominal Size ) Including Cost Of Cutting Holes And Making Good The Walls Etc. : 897 100 Mm Diameter Pipe 898 Providing And Fixing G.I. Soil / Waste Pipes Complete With G.I. Fittings And Clamps, I / C Cutting And Making Good The Walls Etc. 899 32 Mm Dia. Nominal Bore 900 40 Mm Dia. Nominal Bore 901 50 Mm Dia. Nominal Bore 902 Providing And Fixing Trap Of Self Cleansing Design With Screwed Down Or Hinged Grating With Or Without Vent Arm Complete, Including Cost Of Cutting And Making Good The Walls And Floors : 903 100 Mm Inlet And 100 Mm Outlet 904 Hubless Centrifugally Cast ( Spun ) Iron Epoxycoated Inside & Outside As Per Is:15905 905 Cutting Holes Up To 15 X 15 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 Course Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size ) , Including Finishing Complete So As To Make It Leak Proof. 906 Providing & Fixing In Position Gi 100X50 Elbowfloor Drainincluding Cost Of Cutting And Making Good The Walls And Floors Whereverrequired. 907 Providingandfixing125mmdias / S Grating ( Withorwithouthole ) For Floor Or Nahani Trap. 908 Providing And Fixing Soap Dish Holderfrom Wall Of Standard Shape Withfittings Of Approved Quality With All Complete. Make Jaquar - Acn-1131N & Equivalent 909 Providing And Fixing Soap Dispenser With Glass Bottlefrom Wall Of Standard Shape Withfittings Of Approved Quality With All Complete. Make Jaquar - Acn-1135N & Equivalent 910 Providing & Fixing600 Mm Towel Rail Long Stanless Steel From Wall Face With Concealedfittings Arrangement Of Approved Quality With All Complete. Make Jaquar - Can-1111Sm 911 Providing And Fixing Ptmt Soap Dish Holder Having Length Of 138Mm, Breadth 102Mm, Height Of 75Mm With Concealed Fitting Arrangements, Weighing Not Less Than 106 Gms. 912 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. 913 600 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. 914 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. 915 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. 916 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. 917 Coupler 918 110 Mm 919 Single Tee With Door 920 110X110x110 Mm 921 Bend 87.5° 922 110 Mm 923 Shoe ( Plain ) 924 110 Mm Shoe 925 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. 926 110 Mm 927 Supplying And Fixingofhdpe Pipe ( Pe Grade 63 - Pn-8 ) Confirming To Is 14333-1996Chemical Waste Pipes Jointed With Rubber Ring With Good Quality Lubricantwithfittingsinclussive Of Allnecessaryspecialslike Bends, Tees, Offsets, Junctions Etc Laid Under Floor / Under Ceiling / On Walls With Suitable Clamps And Specialscuring, Necessary Chasing, Jointing And Restoring To Original Conditions, Testing Etc. Including All Other Incidental Chargesetc.Complete For Successful Completion Of Work As Per Specifications, And Asdirected By Engineer -In- Charge. 928 110 Mm Outer Dia 929 50 Mm Outer Dia 930 Providing & Fixing In Position Upvc POr S Trap Of Self Cleaning Design Offollowingsizesfor The Embedded Areasmaking Proper Connection Withchemical Sealent Joint , Cutting Chase / Hole In Floors / Slabs And Bringing The Same In Proper Condition In Cement Concrete 1:2:4 Mix Complete As Required. Including Cost Of Cutting And Making Good The Walls And Floors Wherever Required. 931 Providing & Fixingwater Cooler Wth Stainless Steel Having Storage Capacity Of 80 Liter & Cooling Capacity 60 Liter / Hour With Reverse Osmosis System & Ultra Voilet Membrane Tds Reduction 90% Having Automatic Back Wash System With Filteration Unit & All Other Required Accessories Complete In All Respect As Per Direction Of The Engineer In Charge . 932 Sub Head– Ii Water Supply 933 Providing And Fixing G.I. Pipes Complete With G.I. Fittings And Clamps, I / C Cutting And Making Good The Walls Etc. 934 Internal Work – Exposed On Wall. 935 20 Mm Nominal Outer Dia Pipes 936 25 Mm Nominal Outer Dia Pipes 937 32 Mm Nominal Outer Dia Pipes 938 40 Mm Nominal Outer Dia Pipes 939 50 Mm Nominal Outer Dia Pipes 940 65 Mm Nominal Outer Dia Pipes 941 80 Mm Nominal Outer Dia Pipes 942 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. 943 Concealed Including Cutting Chases And Making Good The Wall Etc. 944 15 Mm Nominal Outer Dia Pipes 945 20 Mm Nominal Outer Dia Pipes 946 25 Mm Nominal Outer Dia Pipes 947 Providing And Fixing Gun Metal Gate Valve With C.I. Wheel Of Approved Quality ( Screwed End ) : 948 20 Mm Dia. Nominal Bore 949 25 Mm Dia. Nominal Bore 950 32 Mm Dia. Nominal Bore 951 40 Mm Dia. Nominal Bore 952 50 Mm Dia. Nominal Bore 953 Providing And Fixing Ball Valve ( Brass ) Of Approved Quality, High Or Low Pressure, With Plastic Floats Complete : 954 25 Mm Nominal Bore 955 Providing And Fixing Hand Held Ablution Fitting ( Health Faucet ) With 1.2 Meter Long Flexible Tube And Wall Hook, All Complete Approved Engineer-In-Charge 956 Supply And Fixing Of 15Mm Cp Brass 2 -Way Bib Cock With Wall Flange And Suitable Length Cp Brass Extension Pipe All Of Approved Engineer-In-Charge 957 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 958 Providing And Fixing C.P. Brass Long Nose Bib Cock Of Approved Quality Conforming To Is Standards And Weighing Not Less Than 810 Gms. 959 15 Mm Nominal Bore 960 Providing And Fixing C.P. Brass Stop Cock ( Concealed ) Of Standard Design And Of Approved Make Conforming To Is:8931. 961 15 Mm Nominal Bore 962 Providing And Fixing C.P. Brass Angle Valve For Basin Mixer And Geyser Points Of Approved Quality Conforming To Is:8931 963 15Mm Nominal Bore 964 Providing And Fixing Uplasticised Pvc Connection Pipe With Brass Unions : 965 45 Cm Length 966 15 Mm Nominal Bore 967 Providing And Fixing C.P. Brass Shower Rose With 15 Or 20 Mm Inlet : 968 150 Mm Diameter 969 Providing And Fixing Cp Brass Single Lever Telephonic Wall Mixer Of Quality & Make As Approved By Engineer In Charge. 970 ( A ) 15 Mm Nominal Dia 971 Providing , Fixing, Testing And Commissioning Of Cp Brass 150 Mmx 150 Mmshower Head With Wall Flange With All Accessories As Required Andmaking Good The Walls Wherever Required. ( Make-Jaquar -Model No- Ohs-35495 Or Equivalent. ) 972 Supply , Erection , Testing & Commissioning Of Automatic Water Level Control Panel & Related Accessories For Pumping Automation With Consisting Of Automatic Water Level Controller , Level Sensor Withstainless Steel Probe, Motorized Butterfly Valve, Motorized Valve Controller With Complete In All Respect. 973 Subhead– Iii Drainage 974 Supply And Fixing Hdpe Double Wall Corrugated ( Dwc ) I.S 16098 ( Part - 2 ) 3013 For Soil / Waste Pipe Under Ground Drainage System Withjointed With Rubber Ring With Good Quality Lubricant For Fittings, Inclusive Of All Necessary Specials Like Bends, Tees, Offsets, Junctions, Re Excavtion And Refillig Etc Complete. 975 150 Mm Diameter 976 200 Mm Diameter 977 Providing And Fixing Square-Mouth S.W. Gully Trap Class Sp-1 Complete With C.I. Grating Brickmasonry Chamber With Water Tight C.I. Cover With Frame Of 300 X300 Mm Size ( Inside ) The Weight Of Cover To Be Not Lessthan 4.50 Kg And Frame To Be Not Less Than 2.70 Kg As Per Standard Design : 978 180X150 Mm Size P Type 979 With Fly Ash Bricks ( Non Modular ) Bricks Of Class Designation 7.5 980 Providingandlayingnon-Pressurenp2class ( Lightduty ) 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 : 981 150 Mm Dia. R.C.C. Pipe 982 250 Mm Dia. R.C.C. Pipe 983 300 Mm Dia. R.C.C. Pipe 984 Constructing Brick Masonry Manholein Cement Mortar 1:4 ( 1 Cement :4 Coarse Sand ) With Rcc Top Slab With 1:2:4 Mix ( 1 Cement : 2 Coarse Sand : 4 Stone Aggregate 20 Mm Nominal Size ) , Foundation Concrete 1:4:8 Mix ( 1 Cement : 4 Coarse Sand : 8 Stone Aggregate 40 Mm Nominal Size ) Inside Plastering12 Mm Thick With Cement Mortar 1:3 ( 1 Cement : 3 Coarse Sand ) Finished With A Floating Coat Of Neat Cement, Foundation Cocreate 1:3:6 Mix ( 1 Cement :3 Coarse Sand : 6 Graded Stone Aggregate 40 Mm Norminal Size ) , And Making Necessary Channel In Cement Concrete 1:2:4 ( 1 Cement :2 Coarse Sand :4 Graded Stone Aggregate 20 Mm Norminal Size ) Finished With A Floating Coat Of Neat Cementcomplete As Per Standard Design . 985 Inside Size 90X80 Cms And 45 Cms Deep Including Ci Cover With Frame ( Light Duty ) 455X610 Mm Internal Dimensions Total Weight Of Cover & Frame To Be Not Less Than 38 Kg ( Weight Of Cover 23 Kg & Weight Of Frame 15 Kg ) 986 With Common Brunt Clay Fps ( Non Modular ) Bricks Of Class Designation 7.5 987 Extra Depth Formanhole 90X80 Cm 988 With Fpsbricks Class Designation 7.5 989 Providing Orange Colour Safety Foot Rest Of Minimum 6 Mm Thick Plastic Encapsulated As Per Is : 10910, On 12 Mm Dia Steel Bar Conforming To Is:1786, Having Minimum Cross Section As 23 Mmx25 Mm And Over All Minimum Length 263 Mm And Width As 165 Mm With Minimum 112 Mm Space Between Protruded Legs Having 2 Mm Tread On Top Surface By Ribbing Or Chequeringesides 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 Pecifications And Having Manufacture’S Permanent Identification Mark To Be Visible Even After Fixing, Including Fixing In Manholes With 30X20x15 Cm Cement Concrete Block 1:3:6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size ) Complete As Per Design. 990 Constructing Brick Masonry Road Gully Chamber 50X45x60 Cm With Bricks In Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) Including 500X450 Mm Pre-Cast R.C.C. Horizontal Grating With Frame Complete As Per Standard Design : 991 With Common Burnt Clay F.P.S. ( Non Modular ) Bricks Of Class Designation 7.5 992 Electrical Works ( Vice Principal & Guest House ) 993 Sub Head - I: Circuit Cum Point Wiring 994 Switch Control Light Points 995 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. 996 Group C 997 Wiring For Group Controlled ( Looped ) Light Point / Fan Point / Exhaust Fan Point / Call Bell Point ( Without Independent Switch Etc. ) With 1.5 Sq. Mm Frls Pvc Insulated Copper Conductor Single Core Cable In Surface / Recessed Pvc Conduit, And Earthing The Point With 1.5 Sq. Mm Frls Pvc Insulated Copper Conductor Single Core Cable Etc As Required. ( Switch Control Secondary Points ) 998 Group C 999 Wiring For Light Point / Fan Point / Exhaust Fan Point / Call Bell Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable In Surface / Recessed Steel Conduit, With 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. ( Switch Control Primary Points ) 1000 Group C 1001 Wiring For Group Controlled ( Looped ) Light Point / Fan Point / Exhaust Fan Point / Call Bell Point ( Withoutindependent 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. ( Switch Control Secondary Points ) 1002 Group C 1003 Mcb Control Light Points 1004 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 Frls Pvc, 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. ( Switch Control Primary Points ) 1005 Primary Point Controlled By One Mcb. 1006 Same As Item Above But Secondary Point. I.E. Points To Be Looped With Primary Pointwith 2.5 Sqmm Wire And Point Wiring 1007 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. 1008 Wiring For Circuit / Submain Wiring Alongwith Earth Wire With The Following Sizes Of Frls Pvc Insulated Copper Conductor, Single Core Cable In Surface / Recessed Steel Conduit As Required. 1009 2 X 1.5 Sq. Mm + 1 X 1.5 Sq. Mm Earth Wire 1010 2 X 2.5 Sq. Mm + 1 X 2.5 Sq. Mm Earth Wire 1011 2 X 6 Sq. Mm + 1 X 6 Sq. Mm Earth Wire 1012 2 X 10 Sq. Mm + 1 X 10 Sq.Mm Earth Wire 1013 4 X 10 Sq. Mm + 2 X 6 Sq. Mm Earth Wire 1014 4 X 16 Sq. Mm + 2 X 6 Sq. Mm Earth Wire 1015 Supplying And Fixingsuitable Size Gi Box With Modular Plate And Cover In Front On Surface Or In Recess Including Providing And Fixing3 Pin 5 / 6 Amp Modular Socket Outlet And 5 / 6 A Modular Switch, Connection Etc. As Required. 1016 Supply And Wiringfor 250 Volts Singlephase And Neutral 2 Nos 6 Amps Socket Outlate With Control By 1 No Switched With 2.5 Sq.Mm Pvcinsulatedcopper Conductor1100 Volts Grade Stranded Flexible Frls Wires Inconcealed Or Surface Mounted 25 Mm Dia 2Mm Thickpvc Conduit Including Providing And Fixing Of 6 Amps 3 Pin Switch Socket Outlet Of Aprpoved Make And Design In 2 Mm Thick Gi Box With Grid Plate And Earthingofthird Pin Of The Socket With2.5Sq. Mm Pvc Insulated Copper Conductor Strandedflexiblefrlswire. ( Maximum Four No. Of Switches Socket Shall Be Connected On Onecircuit ) 1017 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. 1018 Supplying And Fixing 63 A, 415 V, Tpn Industrial Type Socketoutlet, With 4 Pole And Earth, Metal Enclosed Plug Topalongwith 63 A C Curve, Tpmcb, In Sheet Steel Enclosure, On Surface Or In Recess, With Chained Metal Cover For The Socket Outlet And Complete With Connections, Testing And Commissioning Etc. As Required. 1019 Supplying And Fixing 80 A, 415 V, Tpn Industrial Type Socket Outlet, With 4 Pole And Earth, Metal Enclosed Plug Top Alongwith 80 A C Curve, Tpmcb, In Sheet Steel Enclosure, On Surface Or In Recess, With Chained Metal Cover For The Socket Outlet And Complete With Connections, Testing And Commissioning Etc. As Required. 1020 Supplying And Fixing 3 Pin, 5 A Ceiling Rose On The Existing Junction Box / Wooden Block Including Connections Etc. As Required. 1021 Supplying & Fixing Suitable Size Gi Box Wih Modular Plate And Cover In Front On Surface Or In Recess I / C Providing And Fixing 25 Amp Modular Socket Outlet And 25 Amps Modular Sp Mcb, “C” Curve Including Connection, Painting Etc. As Required. ( AcS & Gysers ) 1022 Supplying And Fixing Following Modular Switch / Socket On The Existing Modular Plate & Switch Box Including Connections But Excluding Modular Plate Etc. As Required. 1023 Telephone Socket Outlet 1024 Supplying And Fixing Following Size / Modules, Gi Box Alongwith Modular Base & Cover Plate For Modular Switches In Recess Etc. As Required. 1025 1 Or 2 Module ( 75Mmx75mm ) 1026 6 Module ( 78Mm X 205 Mm X 50 Mm ) 1027 Supplying And Fixing Following Size / Modules, Gi Box Alongwith Modular Base & Cover Plate For Modular Switches In Recess Etc. As Required. 1028 3 Pin , 5 / 6 Amps Socket Outlet 1029 5 / 6 Amps Switch 1030 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. 1031 25 Mm 1032 32 Mm 1033 Subhead -Ii - Fittings & Fixtures 1034 Supply, Installation, Testing And Commissioning Of 10 W Bulk Head Light. 1035 Supply, Installation, Testing And Commissioning Of 5W Mirror Light. 1036 Supply, Installation, Testing And Commissioning Of 18W Surface / Recessed Mounted Led Circular Downlighter. 1037 Supply, Installation, Testing And Commissioning Of 18 / 20W Wall / Surface Mouted 4 Ft. Led 1038 Supply, Installation, Testing And Commissioning Of 15Wsurface Mountedled Square Downlighter. 1039 Supply, Installation, Testing And Commissioning Of150 W Chandelier 1040 Supply, Installation, Testing And Commissioning Of 12 / 9Wrecessed Mountedled Circular Downlighter. 1041 Supply, Installation, Testing And Commissioning Of9w ( Nominal ) Wall Bracket Light 1042 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 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. 1043 Supplyinstallation, Testing And Commissioning Of 250 Mm Dia Domestic Exhaust Fan 1044 Subhead - Iii - Distribution Boards 1045 Supplying And Fixing Following Way, Single Pole And Neutral, Sheet Steel, Mcb Distribution Board, 240 V, On Surface / Recess, Complete With Tinned Copper Bus Bar, Neutral Bus Bar, Earth Bar, Din Bar, Interconnections, Powder Painted Including Earthing Etc. As Required. ( But Without Mcb / Rccb / Isolator ) 1046 6 Way, Double Door 1047 8 Way, Double Door 1048 12 Way, Double Door 1049 Supplying And Fixing Following Way, Three Pole And Neutral, Sheet Steel, Mcb Distribution Board, 415 Volts, On Surface / Recess Complete With Tinned Copper Busbar, Neutral Busbar, Earth Bar, Din Bar, Detachable Gland Plate, Interconnections, Phosphatized And Powder Painted Including Earthing Etc. As Required. ( But Without Mcb / Rccb / Isolator ) 1050 4 Way ( 4 + 12 ) , Double Door 1051 6 Way ( 4 + 18 ) , Double Door 1052 8 Way ( 4 + 24 ) , Double Door 1053 Supplyingand Fixingoffollowingwayssurface / Recessmounting, 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. ) 1054 12 Way ( 4 + 36 ) , Double Door 1055 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. 1056 Single Pole 1057 Single Pole Neutral 1058 Supplying And Fixing Following Rating, Double Pole, 240 V, Isolator In The Existing Mcb Db Complete With Connections, Testing And Commissioning Etc. As Required. 1059 40 A 1060 63 A 1061 Supplying And Fixing Following Rating, Four Pole, 415 V, Isolator In The Existing Mcb Db Complete With Connections, Testing And Commissioning Etc. As Required. 1062 40 A 1063 63 A 1064 Supplying And Fixing Following Rating, Double Pole, ( Single Phaseand 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. 1065 25 A 1066 40 A 1067 63 A 1068 Supplying And Fixing Single Pole Blanking Plate In The Existing Mcb Db Complete Etc. As Required. 1069 Subhead - Iv - Lightning Conductor 1070 Earthing With Cu. Earth Plate 600Mm X 600Mm X 3Mm Thick Includingaccesssories, And Providingmasonary Enclosurewith Cover Plate ( Ci Heavy Duty ) Having Locking Arrangement And Watering Pipe Of 2.7 Mtr Long Etc. With Charcoal Or Coke And Salt ) As Required. 1071 Providing And Fixing Of Lightning Conductor Finial, Made Of 25 Mm Dia 300 Mm Long, G.I. Tube, Having Single Prong At Top, With 85 Mm Dia 6 Mm Thick G.I. Base Plate Including Holes Etc. Complete As Required. 1072 Jointing Copper / G.I. Tape ( With Another Copper / G I Tape, Base Of The Finial Or Any Other Metallic Object ) By Riveting / Nut Bolting / Sweating And Soldering Etc As Required. 1073 Providing And Fixing G.I. Tape 20 Mm X 3 Mm Thick On Parapet Or Surface Of Wall For Lightning Conductor Complete As Required. ( For Horizontal Run ) 1074 Providing And Fixing G.I. Tape 20 Mm X 3 Mm Thick On Parapet Or Surface Of Wall For Lightning Conductor Complete As Required. ( For Vertical Run ) 1075 Providing And Fixing Testing Joint, Made Of 20 Mm X 3 Mm Thick G.I. Strip, 125 Mm Long, With 4 Nos. Of G.I. Bolts, Nuts, Chuck Nuts And Spring Washers Etc. Complete As Required. 1076 Providing And Laying G.I. Tape 32 Mm X 6 Mm From Earth Electrode Directly In Ground As Required. 1077 Supply Of Lightnig Counter - Lcd Screen Shows The Number Of Lightning Strikes, Hour And Date Of Lightning Eventsbuttons Enable Time / Date Setting And Log Viewing. Replaceable Battery, Working Life Minimum Five Years, Meet The Requirements For Is / Iec 62305 And Iec 62561-2.Tested For Electrical , Mechanical And Chemical As Per Iec 62561. 1078 [ Type-Iii Residences G+2, 6Units. ] 1079 Earth Work 1080 Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) / Manual Means In Foundation Trenches Or Drains ( Not Exceeding 1.5 M In Width Or 10 Sqm On Plan ) , Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M, Including Getting Out The Excavated Soil Anddisposal Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M. 1081 All Kinds Of Soil 1082 Filling Available Excavated Earth ( Excluding Rock ) In Trenches, Plinth, Sides Of Foundations Etc. In Layers Not Exceeding 20Cm In Depth, Consolidating Each Deposited Layer By Ramming And Watering, Lead Upto 50 M And Lift Upto 1.5 M. 1083 Supplying And Filling In Plinth With Sand Under Floors, Including Watering, Ramming , Consolidating And Dressing Complete. 1084 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. 1085 Concrete Work 1086 Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level:1:5:10 ( 1 Cement : 5 Coarse Sand ( Zoneiii ) Derived From Natural Sources : 10 Graded Stone Aggregate 40 Mm Nominal Size Derived From Natural Sources ) 1087 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 ) 1088 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. 1089 Making Plinth Protection 50Mm Thick Of Cement Concrete 1:3:6 ( 1 Cement : 3 Coarse Sand ( Zone-Iii ) Derived From Natural Sources : 6 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources ) Over75mm Thick Bed Of Dry Brick Ballast 40 Mm Nominal Size, Well Rammed And Consolidated And Grouted With Fine Sand, Including Necessary Excavation, Levelling & Dressing & Finishing The Top Smooth. 1090 Brick Edging In Full Brick Width And Half Brick Depth Including Excavation Refilling And Disposal Of Surplus Earth Lead Upto 50 Metres. With Common Burnt Clayf.P.S. ( Non Modulur ) Bricks Of Class Designation 75 1091 Reinforced Cement Concrete 1092 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For All Heights 1093 Foundations, Footings, Bases Of Columns, Etc. For Mass Concrete. 1094 Suspended Floors, Roofs, Landings, Balconies And Access Platform. 1095 Lintels, Beams, Plinth Beams, Girders, Bressumers 1096 Columns, Pillars, Piers, Abutments, Posts And Struts. 1097 Edges Of Slabs And Breaks In Floors And Walls Under 20 Cm Wide. 1098 Steel Reinforcement For R.C.C. Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Upto Plinth Level. Thermo-Mechanically Treated Bars Of Grade Fe-500D Or More. 1099 Steel Reinforcement For R.C.C. Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Above Plinth Level. Thermo-Mechanically Treated Bars Of Grade Fe-500 D Or More. 1100 Pile Work 1101 Boring, Providing And Installation Bored Cast-In-Situ Reinforced Cement Concrete Piles Of Grade M-25 Of Specified Diameter And Length Below The Pile Cap, To Carry A Safe Working Load Not Less Than Specified, Excluding The Cost Of Steel Reinforcement But Including The Cost Of Boring With Bentonite Solution And 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 Etc. By Percussion Drilling Using Direct Mud Circulation ( Dmc ) Or Bailer And Chisel Technique By Tripod And Mechanical Winch Machine 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 ) 400 Mm Dia Piles 1102 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. 1103 Single Pile Upto 50 Tonne Safe Capacity 1104 Initial Test ( Test Load 2.5 Times The Safecapacity ) 1105 Routine Test ( Test Load 1.5 Times The Safecapacity ) 1106 Group Of Two Or More Piles Upto 50 Tonne Safe Capacity 1107 Initial Test ( Test Load 2.5 Times The Safecapacity ) 1108 Routine Test ( Test Load 1.5 Times The Safecapacity ) 1109 Add For Plaster Drip Course / Groove In Plastered Surface Or Moulding To R.C.C. Projections. 1110 Providing And Laying In Position Ready Mixed Or Site Batched Design Mix Cement Concrete For Reinforced Cement Concrete Work; Using Coarse Aggregate And Fine Aggregate Derived From Natural Sources, Portland Pozzolana / Ordinary Portland / Portland Slag Cement, Admixtures In Recommended Proportions As Per Is: 9103 To Accelerate / Retard Setting Of Concrete, To Improve Durability And Workability Without Impairing Strength;Including Pumping Of Concrete To Site Of Laying, Curing, Carriage For All Leads; But Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement As Per Direction Of The Engineer-In-Charge; For The Following Grades Of Concrete.Note: Extra Cement Up To 10% Of Theminimum Specified Cement Content In Design Mix Shall Be Payable Separately. In Case The Cement Content In Design Mix Is More Than 110% Of The Specified Minimum Cement Content, The Contractor Shall Have Discretion To Either Re-Design The Mix Or Bear The Cost Of Extra Cement. 1111 All Works Upto Plinth Level 1112 Concrete Of M25 Grade With Minimum Cementcontent Of 330 Kg / Cum 1113 ( I ) R.C.C. Work In Footing 1114 ( Ii ) R.C.C. Work In Beam 1115 ( Iii ) R.C.C. Work In Columns 1116 All Works Above Plinth Level Upto Floor V Level 1117 Concrete Of M25 Grade With Minimum Cement Content Of 330 Kg / Cum 1118 ( I ) R.C.C. Work In Lintel 1119 ( Ii ) R.C.C. Work In Beam 1120 ( Iii ) R.C.C. Work In Columns 1121 ( Iv ) R.C.C. Work In Slab 1122 Masonry Work 1123 Half Brick Masonry With Common Burnt Clay F.P.S. ( Non Modular ) Bricks Of Class Designation 7.5 In Superstructure Above Plinth Level Up To Floor V Level. : Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) 1124 Extra For Providing And Placing In Position 2 Nos 6Mm Dia. M.S. Bars At Every Third Course Of Half Brick Masonry. 1125 Brick Work With Non Modular Fly Ash Bricks Conforming To Is:12894, Class Designation 10 Average Compressive Strength In Super Structure Above Plinth Level Up To Floor V Level In : Cement Mortar 1:6 ( 1 Cement : 6 Coarse Sand ) 1126 Providing And Laying Autoclaved Aerated Cement Blocks Masonry With 150Mm / 230Mm / 300 Mm Thick Aac Blocks In Super Structure Above Plinth Level Up To Floor V Level With Rcc Band At Sill Level And Lintel Level With Approved Block Laying Polymer Modified Adhesive Mortar All Complete As Per Direction Of Engineer-In-Charge. ( The Payment Of Rccband And Reinforcement Shall Be Made For Seperately ) . 1127 Brick Work With Non Modular Fly Ash Bricks Conforming To Is:12894, Class Designation 10 Average Compressive Strength In Foundation And Plinth In : Cement Mortar 1:6 ( 1 Cement : 6 Coarse Sand ) 1128 Cladding Work 1129 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. 1130 Granite Stone Slab Colour Black, Cherry / Ruby Red 1131 Area Of Slab Upto 0.50 Sqm 1132 Area Of Slab Over 0.50 Sqm 1133 Providing Edge Moulding To 18Mm Thick Marble Stone Counters, Vanities Etc. Including Machine Polishing To Edge To Give High Gloss Finish Etc. Complete As Per Design Approved By Engineer-In-Charge. 1134 Granite Work 1135 Extra For Fixing Marble / Granite Stone Over And Above Corresponding Basic Item, In Facia And Drops Of Width Upto 150 Mm With Epoxy Resin Based Adhesive Including Cleaning Etc. Complete. 1136 Extra For Providing Opening Of Required Size & Shape For Wash Basins / Kitchen Sink In Kitchen Platform, Vanity Counters And Similar Location In Marble / Granite / Stone Work Including Necessary Holes For Pillar Taps Etc. Including Moulding, Rubbing And Polishing Of Cut Edges Etc. Complete. 1137 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. 1138 Wood And Pvc Work 1139 Providing And Fixing Isi Marked Flush Door Shutters Conforming To Is :2202 ( Part I ) Non-Decorative Type, Core Of Block Board Construction With Frame Of 1St Class Hard Wood And Well Matched Commercial 3 Plyveneering With Vertical Grains Or Cross Bands And Face Veneers On Both Faces Of Shutters:35 Mm Thick Including Isi Markedstainless Steel Butt Hinges With Necessary Screws 1140 Extra For Providing Lipping With 2Nd Class Teak Wood Battens 25 Mm Minimum Depth On All Edges Of Flush Door Shutters ( Over All Area Of Door Shutter To Be Measured ) . 1141 P / F Curtain Rods Of 1.25Mm Thick Chromium Plated Brass Plate, With Two Chromium Plated Brass Brackets Fixed With C.P. Brass Screws And Wooden Plugs Etc. Wherever Necessary Complete ( A ) 25 Mm Dia. 1142 Providing And Fixing M.S. Grills Of Required Pattern In Frames Of Windows Etc. With M.S. Flats, Square Or Round Bars Etc. Including Priming Coat With Approved Steel Primer All Complete. Fixed To Steel Windows By Welding. 1143 Providing And Fixing Oxidised M.S. Casement Stays ( Straight Peg Type ) With Necessary Screws Etc. Complete. 1144 300 Mm Weighing Not Less Than 200 Gms 1145 250 Mm Weighing Not Less Than 150 Gms 1146 Providing And Fixing Aluminium Hanging Floor Door Stopper Isi Marked Anodised ( Anodic Coating Not Less Than Grade Ac 10 As Per Is : 1868 ) Transparent Or Dyed To Required Colour Or Shade With Necessary Screws Etc. Complete. Twin Rubber Stopper 1147 Providing And Fixing Factory Made Door Frame ( Single Rebate ) Made Out Of Single Piece Extruded Solid Pvc Foam Profile With Homogenous Finecellular Structure Having Smooth Outer Integral Skin Having 62 Mm Width & 32 Mm Thickness, Frame Will Be Mitred & Jointed With Self Driven Selftapping Screws Of Size 38 Mm X 4 Mm & Pvc Solvent Cement, Including Fixing The Frame To Wall With Suitable Dia & Length Anchor Fastener As PermanufacturerS Specification And Direction Of Engineer-In-Charge. 1148 Providing And Fixing Pvc Rigid Foam Sheet 1 Mm Thick On Existing Door Shutters ( Bathroom And W.C. Doors ) Using Synthetic Rubber Based Adhesive. 1149 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 : 30 Mm Thick Shutters With Isi Marked Stainless Steel Butt Hinges Of Required Size 1150 Kiln Seasoned And Chemically Treated Hollock Wood 1151 Providing And Fixing Fly Proof Stainless Steel Grade 304 Wire Gauge, To Windows And Clerestory Windows Using Wire Gauge With Average Width Of Aperture 1.4 Mm In Both Directions With Wire Of Dia. 0.50 Mm All Complete.With 12 Mm Mild Steel U Beading 1152 Providing And Fixing Bright / Matt Finished Stainless Steel Handles Of Approved Quality & Make With Necessary Screws Etc All Complete. ( A ) 125 Mm. 1153 Providing & Fixing Stainless Steel Sliding Door Bolts Isi Marked Anodised ( Anodic Coating Not Less Than Grade Ac 10 As Per Is : 1868 ) Transparent Or Dyed To Required Colour Or Shade With Nuts And Screws Etc Complete. ( A ) 250Mm X 16Mm . 1154 Providing And Fixing Stainless Steel Towerbolts ( Barrel Type ) With Necessary Screws Etc. Complete. 1155 300 X 10Mm 1156 150 X 10Mm 1157 Providing And Fixing 6Mm Thick Both Sides Pre-Laminated Cement Bonded Wood Particle Board As Per Is : 15786:2008 Of Approved Brand And Shade With Suitable Full Threaded Steel Screws Etc. On The Backing Of Racks, Drawer, Cupboard, Kitchen Cabinet Under Kitchen Counter Etc. All Complete As Per Direction Of Engineer In-Charge. 1158 Providing And Fixing Cupboard Shutter With 19Mm Thick One Side Decorative And Other Side Balancing Lamination Factory Pressed Bwp Grade Marine Ply As Per Is 710 Of Approved Brand Including 2Mm Thick Pvc Edge Banding Tape With Hot Glue By Edge Bending Machine Etc. With Auto Closing Spring Loaded Hinges ( Hydraulic Type ) Etc. Complete As Per Direction Of Engineer In-Charge. ( Payment Of Providing And Fixing Auto Closing Hinges Shall Be Paid Separately ) 1159 Providing And Fixing 19Mm Thick Both Side Balancing Lamination Factory Pressed Bwp Grade Marine Ply As Per Is 710 Of Approved Brand Boxes, Shelves, Racks, Almirah, Cupboard And Drawer Etc. Including Necessary Nails, Screws Etc. Complete As Per Direction Of Engineer-In-Charge. 1160 Providing And Fixing Stainless Steel Fancy Handle Of Approved Make Fixed With Ss Screws Etc. Complete As Per Direction Ofengineer-In-Charge. 200 Mm For Cb 1161 Providing And Fixing Stainless Steel Fancy Handle Of Approved Make Fixed With Ss Screws Etc. Complete As Per Direction Ofengineer-In-Charge. 100 Mm For Kitchen Cabinets 1162 Providing And Fixing Stainless Steel Soft Closing Spring Hinges At 0 Degree Hinges ( Hydraulic Type ) Of Approved Make / Brand Tocupboard Shutters With Full Threaded Steel Screws Including Making Necessary Recess In Board And Finished Etc. Complete Asperdirection Of Engineer-In-Charge 1163 Providing And Fixing Stainless Steel Soft Closing Heavy Type Telescopic Drawer Channels Of Approved Make 500 Mm Long With Screws Etc. Complete As Per Directions Of Engineer- In-Charge 1164 Ss Hanging Rod For Cb 1165 Providing And Fixing 25 Mm Dia. Ss Pipe Hanging Rods With Ss Brackets : 1166 Steel Work 1167 Providing And Fixing Factory Made Isi Marked Steel Glazed Doors, Windows And Ventilators, Side / Top / Centre Hung, With Beading And All Members Such As F7d, F4b, K11 B And K12 B Etc. Complete Of Standard Rolled Steel Sections, Joints Mitred And Flash Butt Welded And Sash Bars Tenoned And Riveted, Including Providing And Fixing Of Hinges, Pivots, Including Priming Coat Of Approved Steel Primer, But Excluding The Cost Of Other Fittings, Complete All As Per Approved Design, ( Sectional Weight Of Only Steel Members Shall Be Measured For Payment ) . Fixing With 15X3 Mm Lugs 10 Cm Long Embedded In Cement Concrete Block 15X10x10 Cm Of C.C. 1:3:6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size ) . 1168 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 1169 Providing And Fixing M.S. Tubular Frames For Doors, Windows, Ventilators And Cupboard With Rectangular / L-Type Sections, Made Of 1.60 Mm Thick M.S. Sheet, Joints Mitred, Welded And Grinded Finish, With Profiles Of Required Size, Including Fixing Of Necessary Butt Hinges And Screws And Applying A Priming Coat Of Approved Steel Primer.Fixing With 15X3 Mm Lugs 10 Cm Long Embedded In Cement Concrete Block 15X10x10 Cm Of C.C. 1:3:6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size ) 1170 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. 1171 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 1172 Providing & Fixing Glass Panes With Putty And Glazing Clips In Steel Doors, Windows, Clerestory Windows, All Complete With : 4.0 Mm Thick Glass Panes. 1173 Flooring 1174 Kota Stone Slab Flooring Over 20 Mm ( Average ) Thick Base Laid Over And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slab, Including Rubbing And Polishing Complete With Base Of Cement Mortar 1 : 4 ( 1 Cement : 4 Coarse Sand ) : 25 Mm Thick 1175 Kota Stone Slabs 20 Mm Thick In Risers Of Steps, Skirting, Dado And Pillars Laid On 12 Mm ( Average ) Thick Cement Mortar 1:3 ( 1 Cement: 3 Coarse Sand ) And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slabs, Including Rubbing And Polishing Complete. 1176 Providing And Laying Ceramic Glazed Floor Tiles Of Size 300X300 Mm ( Thickness To Be Specified By The Manufacturer ) Of 1St Quality Conforming To Is : 15622 Of Approved Make In Colours Such As White, Ivory, Grey, Fume Red Brown, Laid On 20 Mm Thick Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) , Jointing With Grey Cement Slurry @ 3.3 Kg / Sqm Includingpointing The Joints With White Cement And Matching Pigment Etc., Complete. 1177 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 1178 Providing And Laying Vitrified Tiles In Different Sizes ( Thickness To Be Specified By Manufacturer ) , With Water Absorption Less Than 0.08 % And Conforming To I.S. 15622, Of Approved Make, In All Colours & Shade, In Skirting, Riser Of Steps, Over 12 Mm Thick Bed Of Cement Mortar 1:3 ( 1 Cement: 3 Coarse Sand ) , Jointing With Grey Cement Slurry @ 3.3Kg / Sqm Including Grouting The Joint With White Cement & Matching Pigments Etc. Complete.Size Of Tile 600X600 Mm 1179 Roofing 1180 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 : 1181 With Residual Type Petroleum Bitumen Of Grade Vg -10 1182 Supply & Fixing Of Prepainted Coloured Trapezoidal Or Approved Profiled Sheeting 1000-1020 Mm Cover Width, 28-30 Mm High Crests With Subtle Square Fluting In The Five Pan At Nominal 190-255 Mm ( As Approved By Eic ) Centre-To-Centre Manufactured Out Of 0.50 Mm Tct Hi-Tensile Prepainted Zincalume / Galvalume Steel ( Az-150 Gsm. Aluminium –Zinc Alloy Metallic Coating Of Total Both Sides 550 Mpa Yield Stress As Per As-1397 ) . Colour / Exterior Coat Of Rmp 20 Micron Top Coat Applied Over 5 Micron Primer And A 5 Micron Polyester Back Coat Applied Over 5 Microns Primer Or Equivalent Coating / Painting. The Sheet Shall Have Wide Pans With Stiffening Ribs For Effective Water Shedding And Special Male / Female Ends With Full Return Legs On Side Laps For Purlin Support. The Male End Of The Sheet Shall Have Anti-Capillary Flute At Side Laps To Prevent Leakages. The Sheet Shall Be Fixed By Means Of Anti Corrosive Approved Make Rust Shield ( Epoxy Polymer ) Coated Self-Drilling Self Tapping Fasteners 12-14 X 55 Mm With Epdm Seals Through Crest For Roofing And 12-24 X 20 Mm Through Valley ( Pans ) For Wall Cladding. The Sheet Shall Be Supplied In Lengths Maximum Up To 6-12 Meter Long To Suit Site Dimensions. The Scope Includes All Sealing Of Joint, Curves, Edges Or Other Accessories With Silicon Sealant. 1183 Finishing 1184 15 Mm Cement Plaster On The Rough Side Of Single Or Half Brick Wall Of Mix : 1:6 ( 1 Cement: 6 Coarse Sand ) 1185 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. 1:6 ( 1 Cement: 6 Coarse Sand ) 1186 6 Mm Cement Plaster On Celling ( A ) 1:3 ( 1 Cement:3 Fine Sand ) 1187 Distempering With Oil Bound Washable Distemper Of Approved Brand And Manufacture To Give An Even Shade : New Work ( Two Or More Coats ) Over And Including Water Thinnable Priming Coat With Cement Primer. 1188 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 ) . 1189 Steel Painting:Applying Priming Coat 1190 With Ready Mixed Pink Or Grey Primer Of Approved Brand And Manufacture On Wood Work ( Hard And Soft Wood ) 1191 With Ready Mixed Red Oxide Zink Chromate Primer Of Approved Brand And Manufacture On Steel Galvanised Iron / Steel Works. 1192 Painting Withsynthetic Enamel Paint Of Approvedbrandand Manufactureto Give An Even Shade: 1193 Two Or More Coats On New Work. 1194 Painting With Black Anti-Corrosive Bitumastic Paint Of Approved Brand And Manufacture To Give An Even Shade : Two Or More Coats On New Work 1195 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. 1196 Water Proofing 1197 Providing And Laying Water Proofing Treatment In Sunken Portion Of Wcs, Bathroom Etc., By Applying Cement Slurry Mixed With Water Proofing Cement Compound Consisting Of Applying : A ) First Layer Of Slurry Of Cement @ 0.488 Kg / Sqm Mixed With Water Proofing Cement Compound @ 0.253 Kg / Sqm. This Layer Will Be Allowed To Air Cure For 4 Hours. B ) Second Layer Of Slurry Of Cement @ 0.242 Kg / Sqm Mixed With Water Proofing Cement Compound @ 0.126 Kg / Sqm. This Layer Will Be Allowed To Air Cure For 4 Hours Followed With Water Curing For 48 Hours. The Rate Includes Preparation Of Surface, Treatment And Sealing Of All Joints, Corners, Junctions Of Pipes And Masonry With Polymer Mixed Slurry. 1198 Providing And Filling Of Cinder In Sunken Portions. 1199 Plumbing Internal Estimate ( Type-3 , 6 Unit ) ( G+2 ) 1200 Sub Head– I Sanitary Installation 1201 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:. 1202 White Vitreous China Orissa Pattern W.C. Pan Of Size 580X440 Mm With Integral Type Foot Rests. 1203 Providing And Fixing White Vitreous China Pedestal Type Water Closet ( European Type ) With Seat And Lid, 10 Litre Low Level White Vitreous China Flushing Cistern & C.P. Flush Bend With Fittings & C.I. Brackets, 40 Mm Flush Bend, Overflow Arrangement With Specials Of Standard Make And Mosquito Proof Coupling Of Approved Municipal Design Complete, Including Painting Of Fittings And Brackets, Cutting And Making Good The Walls And Floors Wherever Required : 1204 W.C. Pan With Isi Marked White Solid Plastic Seat And Lid 1205 Providing And Fixing Floor Mounted, White Vitreous China Single Piece, Double Traps Syphonic Water Closet Of Approved Brand / Make, Shape, Size And Pattern Including Integrated White Vitreous China Cistern Of Capacity 10 Litres With Dual Flushing System, Including All Fittings And Fixtures With Seat Cover, Cistern Fittings, Nuts, Bolts And Gasket Etc Including Making Connection With The Existing P / S Trap, Complete In All Respect As Per Directions Of Engineer-In-Charge. 1206 Providing And Fixing White Vitreous China Battery Based Infrared Sensor Operated Urinal Of Approx. Size 610 X 390 X 370 Mm Having Pre & Post Flushing With Water ( 250 Ml & 500 Ml Consumption ) , Having Water Inlet From Back Side, Including Fixing To Wall With Suitable Brackets All As Per Manufacturers Specification Anddirection Of Engineer-In-Charge. 1207 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: 1208 White Vitreous China Wash Basin Size 550X400 Mmwith A Pair Of 15 Mm C.P. Brass Pillar Taps 1209 Providing And Fixingwhite Vitreous China Wash Basin Under Counter Basin, With C.I. Concealed Type Brackets Fixed To Walls With Gi Rag Bolts Or Approved Fasteners Etc., Including 32 Mm Cp Brass Waste Coupling, Includingpainting Of Fittings And Brackets, Cutting And Making Good The Walls Wherever Required All Complete ( Granite Counter Top Will Be Measured And Paid Separately Under Relevent Item ) : As Per Approved Make And Decision Of Engineer-In-Charge 1210 Providing And Fixing Toilet Paper Holder : 1211 C.P. Brass 1212 Providingandfixingcpbrassauto Closing System Basin Pillartap / Hand Washofjaquar Prs - 001 Or Equivalentasapprovedbyengineer-In Charge 1213 Providingandfixingcpbrasssingle Lever Basin Mixerwithout Popowith 450Mm Long Braided Hose ( Connection Pipe ) Basin Pillartapofjaquar Lyr-38001B Or Equivalentasapprovedbyengineer-In Charge. 1214 Providing And Fixing 32Mm C.P Brass Bottle Trap Of Approved Quality & Make As Per The Direction Of Engineer-In-Incharge. 1215 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. 1216 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 Paintingoffittingsandbrackets, Cuttingandmakinggoodthewalls Wherever Required : 1217 Kitchen Sink With Drain Board 1218 510X1040 Mm Bowl Depth 250Mm 1219 Kitchen Sink Without Drain Board 1220 610X460 Mm Bowl Depth 200 Mm 1221 Providing And Fixing White Vitreous China Laboratory Sink With C.I. Brackets, C.P. Brass Chain With Rubber Plug, 40 Mm C.P Brass Waste And 40Mm C.P. Brass Trap With Necessary C.P. Brass Unions Complete, Including Painting Of Fittings And Brackets, Cutting And Making Good The Wall Wherever Required : 1222 Size 450X300x150 Mm 1223 Providing And Fixing P.V.C. Waste Pipe For Sinkor Wash Basin Including P.V.C. Waste Fittings Complete. 1224 Flexible Pipe 1225 40 Mm Dia 1226 Providing And Fixing Soil, Waste And Vent Pipes : 1227 100 Mm Dia 1228 Hubless Centrifugally Cast ( Spun ) Iron Pipes Epoxy Coated Inside & Outside Is:15905 1229 Providing And Fixing Bend Of Required Degree With Access Door, Insertion Rubber Washer 3 Mm Thick, Bolts And Nuts Complete. 1230 100 Mm 1231 Hubless Centrifugally Cast ( Spun ) Iron Epoxy Coated Inside & Outside I.S. 15905 1232 Providing And Fixing Plain Bend Of Required Degree. 1233 100 Mm 1234 Hubless Centrifugally Cast ( Spun ) Iron Pipe Epoxy Inside & Outsideis: 15905 1235 Providing And Fixing Heel Rest Sanitary Bend 1236 100 Mm Dia 1237 Sand Cast Iron S&S As Per Is - 3989 1238 Providing And Fixing Double Equal Plain Junction Of Required Degree 1239 100X100x100x100 Mm 1240 Hubless Centrifugally Cast ( Spun ) Iron Pipe Epoxy Inside & Outsideis: 15905 1241 Providing And Fixing Single Equal Plain Junction Of Required Degree With Access Door, Insertion Rubber Washer 3 Mm Thick, Bolts And Nuts Complete. 1242 100X100x100 Mm 1243 Sand Cast Iron S&S As Per Is: 3989 1244 Providing And Fixing Single Equal Plain Junction Of Required Degree 1245 100X100x100 Mm 1246 Hubless Centrifugally Cast ( Spun ) Iron Pipe Epoxy Inside & Outsideis: 15905 1247 Providing And Fixing Terminal Guard: 1248 100 Mm 1249 Hubless Centrifugally Cast ( Spun ) Iron Pipe Epoxy Inside & Outsideis: 15905 1250 Providingand Fixing Shielded Coupling For Hubless Centrifugally Cast Iron Pipes 1251 100 Mm 1252 S S 304 Grade Coupling With Epdm Rubber Gasket 1253 Providing And Fixing M.S. Stays And Clamps For Sand Cast Iron / Centrifugally Cast ( Spun ) Iron Pipes Of Diameter : 1254 100 Mm 1255 Painting Sand Cast Iron / Centrifugally Cast ( Spun ) Iron Soil, Waste Vent Pipes And Fittings With Two Coats Of Synthetic Enamel Paint Of Any Colour Such As Chocolate Grey, Or Buff Etc. Over A Coat Of Primer ( Of Approved Quality ) For New Work : 1256 100 Mm Diameter Pipe 1257 Providing And Fixing M.S. Holder-Bat Clamps Of Approved Design To Sand Cast Iron / Cast Iron ( Spun ) Pipe Embedded In And Including Cement Concrete Blocks 10X10x10cm Of 1:2:4 Mix ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20Mm Nominal Size ) Including Cost Of Cutting Holes And Making Good The Walls Etc. : 1258 100 Mm Diameter Pipe 1259 Providing And Fixing G.I. Soil / Waste Pipes Complete With G.I. Fittings And Clamps, I / C Cutting And Making Good The Walls Etc. 1260 32 Mm Dia. Nominal Bore 1261 40 Mm Dia. Nominal Bore 1262 50 Mm Dia. Nominal Bore 1263 Providing And Fixing Trap Of Self Cleansing Design With Screwed Down Or Hinged Grating With Or Without Vent Arm Complete, Including Cost Of Cutting And Making Good The Walls And Floors : 1264 Hubless Centrifugally Cast ( Spun ) Iron Epoxycoated Inside & Outside As Per Is:15905 1265 Providing & Fixing In Position Gi 100X50 Elbowfloor Drainincluding Cost Of Cutting And Making Good The Walls And Floors Whereverrequired. 1266 Providing And Fixing Soap Dish Holderfrom Wall Of Standard Shape Withfittings Of Approved Quality With All Complete. Make Jaquar - Acn-1131N & Equivalent 1267 Providing And Fixing Soap Dispenser With Glass Bottlefrom Wall Of Standard Shape Withfittings Of Approved Quality With All Complete. Make Jaquar - Acn-1135N & Equivalent 1268 Providing & Fixing600 Mm Towel Rail Long Stanless Steel From Wall Face With Concealedfittings Arrangement Of Approved Quality With All Complete. Make Jaquar - Can-1111Sm 1269 Providing And Fixing Ptmt Soap Dish Holder Having Length Of 138Mm, Breadth 102Mm, Height Of 75Mm With Concealed Fitting Arrangements, Weighing Not Less Than 106 Gms. 1270 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. 1271 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. 1272 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. 1273 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. 1274 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. 1275 Coupler 1276 110 Mm 1277 Single Tee With Door 1278 110X110x110 Mm 1279 Bend 87.5° 1280 110 Mm 1281 Shoe ( Plain ) 1282 110 Mm Shoe 1283 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. 1284 110 Mm 1285 Supplying And Fixingofhdpe Pipe ( Pe Grade 63 - Pn-8 ) Confirming To Is 14333-1996Chemical Waste Pipes Jointed With Rubber Ring With Good Quality Lubricantwithfittingsinclussive Of Allnecessaryspecialslike Bends, Tees, Offsets, Junctions Etc Laid Under Floor / Under Ceiling / On Walls With Suitable Clamps And Specialscuring, Necessary Chasing, Jointing And Restoring To Original Conditions, Testing Etc. Including All Other Incidental Chargesetc.Complete For Successful Completion Of Work As Per Specifications, And Asdirected By Engineer -In- Charge. 1286 110 Mm Outer Dia 1287 50 Mm Outer Dia 1288 Providing & Fixing In Position Upvc POr S Trap Of Self Cleaning Design Offollowingsizesfor The Embedded Areasmaking Proper Connection Withchemical Sealent Joint , Cutting Chase / Hole In Floors / Slabs And Bringing The Same In Proper Condition In Cement Concrete 1:2:4 Mix Complete As Required. Including Cost Of Cutting And Making Good The Walls And Floors Wherever Required. 1289 Providing & Fixingwater Cooler Wth Stainless Steel Having Storage Capacity Of 80 Liter & Cooling Capacity 60 Liter / Hour With Reverse Osmosis System & Ultra Voilet Membrane Tds Reduction 90% Having Automatic Back Wash System With Filteration Unit & All Other Required Accessories Complete In All Respect As Per Direction Of The Engineer In Charge . 1290 Sub Head– Ii Water Supply 1291 Providing And Fixing G.I. Pipes Complete With G.I. Fittings And Clamps, I / C Cutting And Making Good The Walls Etc. 1292 Internal Work – Exposed On Wall. 1293 20 Mm Nominal Outer Dia Pipes 1294 25 Mm Nominal Outer Dia Pipes 1295 32 Mm Nominal Outer Dia Pipes 1296 40 Mm Nominal Outer Dia Pipes 1297 50 Mm Nominal Outer Dia Pipes 1298 65 Mm Nominal Outer Dia Pipes 1299 80 Mm Nominal Outer Dia Pipes 1300 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. 1301 Concealed Including Cutting Chases And Making Good The Wall Etc. 1302 15 Mm Nominal Outer Dia Pipes 1303 20 Mm Nominal Outer Dia Pipes 1304 25 Mm Nominal Outer Dia Pipes 1305 Providing And Fixing Gun Metal Gate Valve With C.I. Wheel Of Approved Quality ( Screwed End ) : 1306 20 Mm Dia. Nominal Bore 1307 25 Mm Dia. Nominal Bore 1308 32 Mm Dia. Nominal Bore 1309 40 Mm Dia. Nominal Bore 1310 50 Mm Dia. Nominal Bore 1311 Providing And Fixing Ball Valve ( Brass ) Of Approved Quality, High Or Low Pressure, With Plastic Floats Complete : 1312 25 Mm Nominal Bore 1313 Providing And Fixing Hand Held Ablution Fitting ( Health Faucet ) With 1.2 Meter Long Flexible Tube And Wall Hook, All Complete Approved Engineer-In-Charge 1314 Supply And Fixing Of 15Mm Cp Brass 2 -Way Bib Cock With Wall Flange And Suitable Length Cp Brass Extension Pipe All Of Approved Engineer-In-Charge 1315 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 1316 Providing And Fixing C.P. Brass Long Nose Bib Cock Of Approved Quality Conforming To Is Standards And Weighing Not Less Than 810 Gms. 1317 15 Mm Nominal Bore 1318 Providing And Fixing C.P. Brass Stop Cock ( Concealed ) Of Standard Design And Of Approved Make Conforming To Is:8931. 1319 15 Mm Nominal Bore 1320 Providing And Fixing C.P. Brass Angle Valve For Basin Mixer And Geyser Points Of Approved Quality Conforming To Is:8931 1321 15Mm Nominal Bore 1322 Providing And Fixing Uplasticised Pvc Connection Pipe With Brass Unions : 1323 45 Cm Length 1324 15 Mm Nominal Bore 1325 Providing And Fixing C.P. Brass Shower Rose With 15 Or 20 Mm Inlet : 1326 150 Mm Diameter 1327 Providing And Fixing Cp Brass Single Lever Telephonic Wall Mixer Of Quality & Make As Approved By Engineer In Charge. 1328 ( A ) 15 Mm Nominal Dia 1329 Providing , Fixing, Testing And Commissioning Of Cp Brass 150 Mmx 150 Mmshower Head With Wall Flange With All Accessories As Required Andmaking Good The Walls Wherever Required. ( Make-Jaquar -Model No- Ohs-35495 Or Equivalent. ) 1330 Supply , Erection , Testing & Commissioning Of Automatic Water Level Control Panel & Related Accessories For Pumping Automation With Consisting Of Automatic Water Level Controller , Level Sensor Withstainless Steel Probe, Motorized Butterfly Valve, Motorized Valve Controller With Complete In All Respect. 1331 Upto 50 Mm Dia. Nominal Bore 1332 Subhead– Iii Drainage 1333 Supply And Fixing Hdpe Double Wall Corrugated ( Dwc ) I.S 16098 ( Part - 2 ) 3013 For Soil / Waste Pipe Under Ground Drainage System Withjointed With Rubber Ring With Good Quality Lubricant For Fittings, Inclusive Of All Necessary Specials Like Bends, Tees, Offsets, Junctions, Re Excavtion And Refillig Etc Complete. 1334 150 Mm Diameter 1335 200 Mm Diameter 1336 Providing And Fixing Square-Mouth S.W. Gully Trap Class Sp-1 Complete With C.I. Grating Brickmasonry Chamber With Water Tight C.I. Cover With Frame Of 300 X300 Mm Size ( Inside ) The Weight Of Cover To Be Not Lessthan 4.50 Kg And Frame To Be Not Less Than 2.70 Kg As Per Standard Design : 1337 180X150 Mm Size P Type 1338 With Fly Ash Bricks ( Non Modular ) Bricks Of Class Designation 7.5 1339 Providingandlayingnon-Pressurenp2class ( Lightduty ) 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 : 1340 150 Mm Dia. R.C.C. Pipe 1341 250 Mm Dia. R.C.C. Pipe 1342 300 Mm Dia. R.C.C. Pipe 1343 Constructing Brick Masonry Manholein Cement Mortar 1:4 ( 1 Cement :4 Coarse Sand ) With Rcc Top Slab With 1:2:4 Mix ( 1 Cement : 2 Coarse Sand : 4 Stone Aggregate 20 Mm Nominal Size ) , Foundation Concrete 1:4:8 Mix ( 1 Cement : 4 Coarse Sand : 8 Stone Aggregate 40 Mm Nominal Size ) Inside Plastering12 Mm Thick With Cement Mortar 1:3 ( 1 Cement : 3 Coarse Sand ) Finished With A Floating Coat Of Neat Cement, Foundation Cocreate 1:3:6 Mix ( 1 Cement :3 Coarse Sand : 6 Graded Stone Aggregate 40 Mm Norminal Size ) , And Making Necessary Channel In Cement Concrete 1:2:4 ( 1 Cement :2 Coarse Sand :4 Graded Stone Aggregate 20 Mm Norminal Size ) Finished With A Floating Coat Of Neat Cementcomplete As Per Standard Design . 1344 Inside Size 90X80 Cms And 45 Cms Deep Including Ci Cover With Frame ( Light Duty ) 455X610 Mm Internal Dimensions Total Weight Of Cover & Frame To Be Not Less Than 38 Kg ( Weight Of Cover 23 Kg & Weight Of Frame 15 Kg ) 1345 With Common Brunt Clay Fps ( Non Modular ) Bricks Of Class Designation 7.5 1346 Extra Depth Formanhole 90X80 Cm 1347 With Fpsbricks Class Designation 7.5 1348 Providing Orange Colour Safety Foot Rest Of Minimum 6 Mm Thick Plastic Encapsulated As Per Is : 10910, On 12 Mm Dia Steel Bar Conforming To Is:1786, Having Minimum Cross Section As 23 Mmx25 Mm And Over All Minimum Length 263 Mm And Width As 165 Mm With Minimum 112 Mm Space Between Protruded Legs Having 2 Mm Tread On Top Surface By Ribbing Or Chequeringesides 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 Pecifications And Having Manufacture’S Permanent Identification Mark To Be Visible Even After Fixing, Including Fixing In Manholes With 30X20x15 Cm Cement Concrete Block 1:3:6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size ) Complete As Per Design. 1349 Constructing Brick Masonry Road Gully Chamber 50X45x60 Cm With Bricks In Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) Including 500X450 Mm Pre-Cast R.C.C. Horizontal Grating With Frame Complete As Per Standard Design : 1350 With Common Burnt Clay F.P.S. ( Non Modular ) Bricks Of Class Designation 7.5 1351 Electrical Works Type-3 ( G+2 ) Residence 1352 Sub Head - I: Circuit Cum Point Wiring 1353 Switch Control Light Points 1354 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. 1355 Group C 1356 Wiring For Group Controlled ( Looped ) Light Point / Fan Point / Exhaust Fan Point / Call Bell Point ( Without Independent Switch Etc. ) With 1.5 Sq. Mm Frls Pvc Insulated Copper Conductor Single Core Cable In Surface / Recessed Pvc Conduit, And Earthing The Point With 1.5 Sq. Mm Frls Pvc Insulated Copper Conductor Single Core Cable Etc As Required. ( Switch Control Secondary Points ) 1357 Group C 1358 Wiring For Light Point / Fan Point / Exhaust Fan Point / Call Bell Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable In Surface / Recessed Steel Conduit, With 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. ( Switch Control Primary Points ) 1359 Group C 1360 Wiring For Group Controlled ( Looped ) Light Point / Fan Point / Exhaust Fan Point / Call Bell Point ( Withoutindependent 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. ( Switch Control Secondary Points ) 1361 Group C 1362 Mcb Control Light Points 1363 Wiring For Light Point / Fan Point / Exhaust Fan Point / Call Bell Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable In Surface / Recessed Steel Conduit, With 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. ( Switch Control Primary Points ) 1364 Primary Point Controlled By One Mcb. 1365 Same As Item Above But Secondary Point. I.E. Points To Be Looped With Primary Pointwith 2.5 Sqmm Wire And Point Wiring 1366 Wiring For Light / Power Plug With 2X4 Sq. Mm Frls Pvc Insulated Copper Conductor Single Core Cable In Surface / Recessed Steel Conduit Alongwith 1 No. 4 Sq. Mm Frls Pvc Insulated Copper Conductor Single Core Cable For Loop Earthing As Required. 1367 Wiring For Circuit / Submain Wiring Alongwith Earth Wire With The Following Sizes Of Frls Pvc Insulated Copper Conductor, Single Core Cable In Surface / Recessed Steel Conduit As Required. 1368 2 X 1.5 Sq. Mm + 1 X 1.5 Sq. Mm Earth Wire 1369 2 X 2.5 Sq. Mm + 1 X 2.5 Sq. Mm Earth Wire 1370 2 X 6 Sq. Mm + 1 X 6 Sq. Mm Earth Wire 1371 2 X 10 Sq. Mm + 1 X 10 Sq.Mm Earth Wire 1372 4 X 10 Sq. Mm + 2 X 6 Sq. Mm Earth Wire 1373 4 X 16 Sq. Mm + 2 X 6 Sq. Mm Earth Wire 1374 Supplying And Fixingsuitable Size Gi Box With Modular Plate And Cover In Front On Surface Or In Recess Including Providing And Fixing3 Pin 5 / 6 Amp Modular Socket Outlet And 5 / 6 A Modular Switch, Connection Etc. As Required. 1375 Supply And Wiringfor 250 Volts Singlephase And Neutral 2 Nos 6 Amps Socket Outlate With Control By 1 No Switched With 2.5 Sq.Mm Pvcinsulatedcopper Conductor1100 Volts Grade Stranded Flexible Frls Wires Inconcealed Or Surface Mounted 25 Mm Dia 2Mm Thickpvc Conduit Including Providing And Fixing Of 6 Amps 3 Pin Switch Socket Outlet Of Aprpoved Make And Design In 2 Mm Thick Gi Box With Grid Plate And Earthingofthird Pin Of The Socket With2.5Sq. Mm Pvc Insulated Copper Conductor Strandedflexiblefrlswire. ( Maximum Four No. Of Switches Socket Shall Be Connected On Onecircuit ) 1376 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. 1377 Supplying And Fixing 63 A, 415 V, Tpn Industrial Type Socketoutlet, With 4 Pole And Earth, Metal Enclosed Plug Topalongwith 63 A C Curve, Tpmcb, In Sheet Steel Enclosure, On Surface Or In Recess, With Chained Metal Cover For The Socket Outlet And Complete With Connections, Testing And Commissioning Etc. As Required. 1378 Supplying And Fixing 80 A, 415 V, Tpn Industrial Type Socket Outlet, With 4 Pole And Earth, Metal Enclosed Plug Top Alongwith 80 A C Curve, Tpmcb, In Sheet Steel Enclosure, On Surface Or In Recess, With Chained Metal Cover For The Socket Outlet And Complete With Connections, Testing And Commissioning Etc. As Required. 1379 Supplying And Fixing 3 Pin, 5 A Ceiling Rose On The Existing Junction Box / Wooden Block Including Connections Etc. As Required. 1380 Supplying & Fixing Suitable Size Gi Box Wih Modular Plate And Cover In Front On Surface Or In Recess I / C Providing And Fixing 25 Amp Modular Socket Outlet And 25 Amps Modular Sp Mcb, “C” Curve Including Connection, Painting Etc. As Required. ( AcS & Gysers ) 1381 Supplying And Fixing Following Modular Switch / Socket On The Existing Modular Plate & Switch Box Including Connections But Excluding Modular Plate Etc. As Required. 1382 Telephone Socket Outlet 1383 Supplying And Fixing Following Size / Modules, Gi Box Alongwith Modular Base & Cover Plate For Modular Switches In Recess Etc. As Required. 1384 1 Or 2 Module ( 75Mmx75mm ) 1385 6 Module ( 78Mm X 205 Mm X 50 Mm ) 1386 Supplying And Fixing Following Size / Modules, Gi Box Alongwith Modular Base & Cover Plate For Modular Switches In Recess Etc. As Required. 1387 3 Pin , 5 / 6 Amps Socket Outlet 1388 5 / 6 Amps Switch 1389 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. 1390 25 Mm 1391 32 Mm 1392 Subhead -Ii - Fittings & Fixtures 1393 Supply, Installation, Testing And Commissioning Of 10 W Bulk Head Light. 1394 Supply, Installation, Testing And Commissioning Of 5W Mirror Light. 1395 Supply, Installation, Testing And Commissioning Of 18W Surface / Recessed Mounted Led Circular Downlighter. 1396 Supply, Installation, Testing And Commissioning Of 18 / 20W Wall / Surface Mouted 4 Ft. Led 1397 Supply, Installation, Testing And Commissioning Of 15Wsurface Mountedled Square Downlighter. 1398 Supply, Installation, Testing And Commissioning Of150 W Chandelier 1399 Supply, Installation, Testing And Commissioning Of 12 / 9Wrecessed Mountedled Circular Downlighter. 1400 Supply, Installation, Testing And Commissioning Of9w ( Nominal ) Wall Bracket Light 1401 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 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. 1402 Supplyinstallation, Testing And Commissioning Of 250 Mm Dia Domestic Exhaust Fan 1403 Subhead - Iii - Distribution Boards 1404 Supplying And Fixing Following Way, Single Pole And Neutral, Sheet Steel, Mcb Distribution Board, 240 V, On Surface / Recess, Complete With Tinned Copper Bus Bar, Neutral Bus Bar, Earth Bar, Din Bar, Interconnections, Powder Painted Including Earthing Etc. As Required. ( But Without Mcb / Rccb / Isolator ) 1405 6 Way, Double Door 1406 8 Way, Double Door 1407 12 Way, Double Door 1408 Supplying And Fixing Following Way, Three Pole And Neutral, Sheet Steel, Mcb Distribution Board, 415 Volts, On Surface / Recess Complete With Tinned Copper Busbar, Neutral Busbar, Earth Bar, Din Bar, Detachable Gland Plate, Interconnections, Phosphatized And Powder Painted Including Earthing Etc. As Required. ( But Without Mcb / Rccb / Isolator ) 1409 4 Way ( 4 + 12 ) , Double Door 1410 6 Way ( 4 + 18 ) , Double Door 1411 8 Way ( 4 + 24 ) , Double Door 1412 Supplyingand Fixingoffollowingwayssurface / Recessmounting, 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. ) 1413 12 Way ( 4 + 36 ) , Double Door 1414 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. 1415 Single Pole 1416 Single Pole Neutral 1417 Supplying And Fixing Following Rating, Double Pole, 240 V, Isolator In The Existing Mcb Db Complete With Connections, Testing And Commissioning Etc. As Required. 1418 40 A 1419 63 A 1420 Supplying And Fixing Following Rating, Four Pole, 415 V, Isolator In The Existing Mcb Db Complete With Connections, Testing And Commissioning Etc. As Required. 1421 25 A 1422 40 A 1423 63 A 1424 Supplying And Fixing Following Rating, Double Pole, ( Single Phaseand 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. 1425 25 A 1426 40 A 1427 63 A 1428 Supplying And Fixing Single Pole Blanking Plate In The Existing Mcb Db Complete Etc. As Required. 1429 Sub Head-Iv , Lightning Conductor 1430 Lightning Conductor 1431 Providing And Fixing Of Lightning Conductor Finial, Made Of 25 Mm Dia 300 Mm Long, G.I. Tube, Having Single Prong At Top, With 85 Mm Dia 6 Mm Thick G.I. Base Plate Including Holes Etc. Complete As Required. 1432 Fixing Of Lightning Conductor Finial ( Single Prong ) With Base Plate Including Holes Etc. Complete As Required. 1433 Jointing Copper / G.I. Tape ( With Another Copper / G I Tape, Base Of The Finial Or Any Other Metallic Object ) By Riveting / Nut Bolting / Sweating And Soldering Etc As Required. 1434 Providing And Fixing G.I. Tape 20 Mm X 3 Mm Thick On Parapet Or Surface Of Wall For Lightning Conductor Complete As Required. ( For Horizontal Run ) 1435 Providing And Fixing G.I. Tape 20 Mm X 3 Mm Thick On Parapet Or Surface Of Wall For Lightning Conductor Complete As Required. ( For Vertical Run ) 1436 Fixing Of Copper / G.I. Tape 20 Mm X 3 Mm Thick On Parapet Or Surface Of Wall For Lightning Conductor Complete As Required. ( For Vertical Run ) 1437 Providing And Fixing Testing Joint, Made Of 20 Mm X 3 Mm Thick G.I. Strip, 125 Mm Long, With 4 Nos. Of G.I. Bolts, Nuts, Chuck Nuts And Spring Washers Etc. Complete As Required. 1438 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. Details Of Cost For One Set 1439 Providing And Fixing 25 Mm X 5 Mm G.I. Strip In 40 Mm Dia G.I. Pipe From Earth Electrode Including Connection With G.I. Nut, Bolt, Spring, Washer Excavation And Re-Filling Etc. As Required. 1440 [ Type-Ii Residences G+2, 7Units. ] 1441 Earth Work 1442 Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) / Manual Means In Foundation Trenches Or Drains ( Not Exceeding 1.5 M In Width Or 10 Sqm On Plan ) , Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M, Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M. 1443 All Kinds Of Soil 1444 Filling Available Excavated Earth ( Excluding Rock ) In Trenches, Plinth, Sides Of Foundations Etc. In Layers Not Exceeding 20Cm In Depth, Consolidating Each Deposited Layer By Ramming And Watering, Lead Upto 50 M And Lift Upto 1.5 M. 1445 Supplying And Filling In Plinth With Sand Under Floors, Including Watering, Ramming , Consolidating And Dressing Complete. 1446 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. 1447 Concrete Work 1448 Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level:1:5:10 ( 1 Cement : 5 Coarse Sand ( Zoneiii ) Derived From Natural Sources : 10 Graded Stone Aggregate 40 Mm Nominal Size Derived From Natural Sources ) 1449 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 ) 1450 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. 1451 Making Plinth Protection 50Mm Thick Of Cement Concrete 1:3:6 ( 1 Cement : 3 Coarse Sand ( Zone-Iii ) Derived From Natural Sources : 6 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources ) Over75mm Thick Bed Of Dry Brick Ballast 40 Mm Nominal Size, Well Rammed And Consolidated And Grouted With Fine Sand, Including Necessary Excavation, Levelling & Dressing & Finishing The Top Smooth. 1452 Brick Edging In Full Brick Width And Half Brick Depth Including Excavation Refilling And Disposal Of Surplus Earth Lead Upto 50 Metres. With Common Burnt Clayf.P.S. ( Non Modulur ) Bricks Of Class Designation 75 1453 Reinforced Cement Concrete 1454 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For All Heights 1455 Foundations, Footings, Bases Of Columns, Etc. For Mass Concrete. 1456 Suspended Floors, Roofs, Landings, Balconies And Access Platform. 1457 Lintels, Beams, Plinth Beams, Girders, Bressumers 1458 Columns, Pillars, Piers, Abutments, Posts And Struts. 1459 Edges Of Slabs And Breaks In Floors And Walls Under 20 Cm Wide. 1460 Steel Reinforcement For R.C.C. Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Upto Plinth Level. Thermo-Mechanically Treated Bars Of Grade Fe-500D Or More. 1461 Steel Reinforcement For R.C.C. Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Above Plinth Level. Thermo-Mechanically Treated Bars Of Grade Fe-500 D Or More. 1462 Pile Work 1463 Boring, Providing And Installation Bored Cast-In-Situ Reinforced Cement Concrete Piles Of Grade M-25 Of Specified Diameter And Length Below The Pile Cap, To Carry A Safe Working Load Not Less Than Specified, Excluding The Cost Of Steel Reinforcement But Including The Cost Of Boring With Bentonite Solution And 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 Etc. By Percussion Drilling Using Direct Mud Circulation ( Dmc ) Or Bailer And Chisel Technique By Tripod And Mechanical Winch Machine 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 ) 400 Mm Dia Piles 1464 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. 1465 Group Of Two Or More Piles Upto 50 Tonne Safe Capacity 1466 Initial Test ( Test Load 2.5 Times The Safecapacity ) 1467 Routine Test ( Test Load 1.5 Times The Safecapacity ) 1468 Add For Plaster Drip Course / Groove In Plastered Surface Or Moulding To R.C.C. Projections. 1469 Providing And Laying In Position Ready Mixed Or Site Batched Design Mix Cement Concrete For Reinforced Cement Concrete Work; Using Coarse Aggregate And Fine Aggregate Derived From Natural Sources, Portland Pozzolana / Ordinary Portland / Portland Slag Cement, Admixtures In Recommended Proportions As Per Is: 9103 To Accelerate / Retard Setting Of Concrete, To Improve Durability And Workability Without Impairing Strength;Including Pumping Of Concrete To Site Of Laying, Curing, Carriage For All Leads; But Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement As Per Direction Of The Engineer-In-Charge; For The Following Grades Of Concrete.Note: Extra Cement Up To 10% Of Theminimum Specified Cement Content In Design Mix Shall Be Payable Separately. In Case The Cement Content In Design Mix Is More Than 110% Of The Specified Minimum Cement Content, The Contractor Shall Have Discretion To Either Re-Design The Mix Or Bear The Cost Of Extra Cement. 1470 All Works Upto Plinth Level 1471 Concrete Of M25 Grade With Minimum Cementcontent Of 330 Kg / Cum 1472 ( I ) R.C.C. Work In Footing 1473 ( Ii ) R.C.C. Work In Beam 1474 ( Iii ) R.C.C. Work In Columns 1475 All Works Above Plinth Level Upto Floor V Level 1476 Concrete Of M25 Grade With Minimum Cement Content Of 330 Kg / Cum 1477 ( I ) R.C.C. Work In Lintel 1478 ( Ii ) R.C.C. Work In Beam 1479 ( Iii ) R.C.C. Work In Columns 1480 ( Iv ) R.C.C. Work In Slab 1481 Masonry Work 1482 Half Brick Masonry With Common Burnt Clay F.P.S. ( Non Modular ) Bricks Of Class Designation 7.5 In Superstructure Above Plinth Level Up To Floor V Level. : Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) 1483 Extra For Providing And Placing In Position 2 Nos 6Mm Dia. M.S. Bars At Every Third Course Of Half Brick Masonry. 1484 Brick Work With Non Modular Fly Ash Bricks Conforming To Is:12894, Class Designation 10 Average Compressive Strength In Super Structure Above Plinth Level Up To Floor V Level In : Cement Mortar 1:6 ( 1 Cement : 6 Coarse Sand ) 1485 Providing And Laying Autoclaved Aerated Cement Blocks Masonry With 150Mm / 230Mm / 300 Mm Thick Aac Blocks In Super Structure Above Plinth Level Up To Floor V Level With Rcc Band At Sill Level And Lintel Level With Approved Block Laying Polymer Modified Adhesive Mortar All Complete As Per Direction Of Engineer-In-Charge. ( The Payment Of Rccband And Reinforcement Shall Be Made For Seperately ) . 1486 Brick Work With Non Modular Fly Ash Bricks Conforming To Is:12894, Class Designation 10 Average Compressive Strength In Foundation And Plinth In : Cement Mortar 1:6 ( 1 Cement : 6 Coarse Sand ) 1487 Poviding And Fixing Chicken Wire MeshOf 24 Gauge At Junctions Of Rcc & Brick Worksurfaces With Cement Mortar Including Necessary Nails Etc For Fixing All Height & Leveletc All Complete As Per Drawings And As Directed By Architect. ( 200 Mm Wide ) 1488 Cladding Work 1489 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. 1490 Granite Stone Slab Colour Black, Cherry / Ruby Red 1491 Area Of Slab Upto 0.50 Sqm 1492 Area Of Slab Over 0.50 Sqm 1493 Providing Edge Moulding To 18Mm Thick Marble Stone Counters, Vanities Etc. Including Machine Polishing To Edge To Give High Gloss Finish Etc. Complete As Per Design Approved By Engineer-In-Charge. 1494 Granite Work 1495 Extra For Fixing Marble / Granite Stone Over And Above Corresponding Basic Item, In Facia And Drops Of Width Upto 150 Mm With Epoxy Resin Based Adhesive Including Cleaning Etc. Complete. 1496 Extra For Providing Opening Of Required Size & Shape For Wash Basins / Kitchen Sink In Kitchen Platform, Vanity Counters And Similar Location In Marble / Granite / Stone Work Including Necessary Holes For Pillar Taps Etc. Including Moulding, Rubbing And Polishing Of Cut Edges Etc. Complete. 1497 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. 1498 Wood And Pvc Work 1499 Providing And Fixing Isi Marked Flush Door Shutters Conforming To Is :2202 ( Part I ) Non-Decorative Type, Core Of Block Board Construction With Frame Of 1St Class Hard Wood And Well Matched Commercial 3 Plyveneering With Vertical Grains Or Cross Bands And Face Veneers On Both Faces Of Shutters:35 Mm Thick Including Isi Markedstainless Steel Butt Hinges With Necessary Screws 1500 Extra For Providing Lipping With 2Nd Class Teak Wood Battens 25 Mm Minimum Depth On All Edges Of Flush Door Shutters ( Over All Area Of Door Shutter To Be Measured ) . 1501 P / F Curtain Rods Of 1.25Mm Thick Chromium Plated Brass Plate, With Two Chromium Plated Brass Brackets Fixed With C.P. Brass Screws And Wooden Plugs Etc. Wherever Necessary Complete ( A ) 25 Mm Dia. 1502 Providing And Fixing M.S. Grills Of Required Pattern In Frames Of Windows Etc. With M.S. Flats, Square Or Round Bars Etc. Including Priming Coat With Approved Steel Primer All Complete. Fixed To Steel Windows By Welding. 1503 Providing And Fixing Oxidised M.S. Casement Stays ( Straight Peg Type ) With Necessary Screws Etc. Complete. 1504 300 Mm Weighing Not Less Than 200 Gms 1505 250 Mm Weighing Not Less Than 150 Gms 1506 Providing And Fixing Aluminium Hanging Floor Door Stopper Isi Marked Anodised ( Anodic Coating Not Less Than Grade Ac 10 As Per Is : 1868 ) Transparent Or Dyed To Required Colour Or Shade With Necessary Screws Etc. Complete. Twin Rubber Stopper 1507 Providing And Fixing Factory Made Door Frame ( Single Rebate ) Made Out Of Single Piece Extruded Solid Pvc Foam Profile With Homogenous Fine Cellular Structure Having Smooth Outer Integral Skin Having 62 Mm Width & 32 Mm Thickness, Frame Will Be Mitred & Jointed With Self Driven Self Tapping Screws Of Size 38 Mm X 4 Mm & Pvc Solvent Cement, Including Fixing The Frame To Wall With Suitable Dia & Length Anchor Fastener As Per ManufacturerS Specification And Direction Of Engineer-In-Charge. 1508 Providing And Fixing Pvc Rigid Foam Sheet 1 Mm Thick On Existing Door Shutters ( Bathroom And W.C. Doors ) Using Synthetic Rubber Based Adhesive. 1509 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 : 30 Mm Thick Shutters With Isi Marked Stainless Steel Butt Hinges Of Required Size 1510 Kiln Seasoned And Chemically Treated Hollock Wood 1511 Providing And Fixing Fly Proof Stainless Steel Grade 304 Wire Gauge, To Windows And Clerestory Windows Using Wire Gauge With Average Width Of Aperture 1.4 Mm In Both Directions With Wire Of Dia. 0.50 Mm All Complete.With 12 Mm Mild Steel U Beading 1512 Providing And Fixing Bright / Matt Finished Stainless Steel Handles Of Approved Quality & Make With Necessary Screws Etc All Complete. ( A ) 125 Mm. 1513 Providing & Fixing Stainless Steel Sliding Door Bolts Isi Marked Anodised ( Anodic Coating Not Less Than Grade Ac 10 As Per Is : 1868 ) Transparent Or Dyed To Required Colour Or Shade With Nuts And Screws Etc Complete. ( A ) 250Mm X 16Mm . 1514 Providing And Fixing Stainless Steel Towerbolts ( Barrel Type ) With Necessary Screws Etc. Complete. 1515 300 X 10Mm 1516 150 X 10Mm 1517 Providing And Fixing 6Mm Thick Both Sides Pre-Laminated Cement Bonded Wood Particle Board As Per Is : 15786:2008 Of Approved Brand And Shade With Suitable Full Threaded Steel Screws Etc. On The Backing Of Racks, Drawer, Cupboard, Kitchen Cabinet Under Kitchen Counter Etc. All Complete As Per Direction Of Engineer In-Charge. 1518 Providing And Fixing Cupboard Shutter With 19Mm Thick One Side Decorative And Other Side Balancing Lamination Factory Pressedbwp Grade Marine Ply As Per Is 710 Of Approved Brand Including 2Mm Thick Pvc Edge Banding Tape With Hot Glue By Edge Bending Machine Etc. With Auto Closing Spring Loaded Hinges ( Hydraulic Type ) Etc. Complete As Per Direction Of Engineer In-Charge. ( Payment Of Providing And Fixing Auto Closing Hinges Shall Be Paid Separately ) 1519 Providing And Fixing 19Mm Thick Both Side Balancing Lamination Factory Pressed Bwp Grade Marine Ply As Per Is 710 Of Approvedbrand Boxes, Shelves, Racks, Almirah, Cupboard And Drawer Etc. Including Necessary Nails, Screws Etc. Complete As Per Direction Of Engineer-In-Charge. 1520 Providing And Fixing Stainless Steel Fancy Handle Of Approved Make Fixed With Ss Screws Etc. Complete As Per Direction Ofengineer-In-Charge. 200 Mm 1521 Providing And Fixing Stainless Steel Fancy Handle Of Approved Make Fixed With Ss Screws Etc. Complete As Per Direction Ofengineer-In-Charge. 100 Mm For Kitchen Cabinets 1522 Providing And Fixing Stainless Steel Soft Closing Spring Hinges At 0 Degree Hinges ( Hydraulic Type ) Of Approved Make / Brand Tocupboard Shutters With Full Threaded Steel Screws Including Making Necessary Recess In Board And Finished Etc. Complete Asperdirection Of Engineer-In-Charge 1523 Providing And Fixing Stainless Steel Soft Closing Heavy Type Telescopic Drawer Channels Of Approved Make 500 Mm Long With Screws Etc. Complete As Per Directions Of Engineer- In-Charge 1524 Ss Hanging Rod For Cb 1525 Providing And Fixing 25 Mm Dia. Ss Pipe Hanging Rods With Ss Brackets : 1526 Steel Work 1527 Providing And Fixing Factory Made Isi Marked Steel Glazed Doors, Windows And Ventilators, Side / Top / Centre Hung, With Beading And All Members Such As F7d, F4b, K11 B And K12 B Etc. Complete Of Standard Rolled Steel Sections, Joints Mitred And Flash Butt Welded And Sash Bars Tenoned And Riveted, Including Providing And Fixing Of Hinges, Pivots, Including Priming Coat Of Approved Steel Primer, But Excluding The Cost Of Other Fittings, Complete All As Per Approved Design, ( Sectional Weight Of Only Steel Members Shall Be Measured For Payment ) . Fixing With 15X3 Mm Lugs 10 Cm Long Embedded In Cement Concrete Block 15X10x10 Cm Of C.C. 1:3:6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size ) . 1528 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 1529 Providing And Fixing M.S. Tubular Frames For Doors, Windows, Ventilators And Cupboard With Rectangular / L-Type Sections, Made Of 1.60 Mm Thick M.S. Sheet, Joints Mitred, Welded And Grinded Finish, With Profiles Of Required Size, Including Fixing Of Necessary Butt Hinges And Screws And Applying A Priming Coat Of Approved Steel Primer.Fixing With 15X3 Mm Lugs 10 Cm Long Embedded In Cement Concrete Block 15X10x10 Cm Of C.C. 1:3:6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size ) 1530 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. 1531 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 1532 Providing & Fixing Glass Panes With Putty And Glazing Clips In Steel Doors, Windows, Clerestory Windows, All Complete With : 4.0 Mm Thick Glass Panes. 1533 Flooring 1534 Kota Stone Slab Flooring Over 20 Mm ( Average ) Thick Base Laid Over And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slab, Including Rubbing And Polishing Complete With Base Of Cement Mortar 1 : 4 ( 1 Cement : 4 Coarse Sand ) : 25 Mm Thick 1535 Kota Stone Slabs 20 Mm Thick In Risers Of Steps, Skirting, Dado And Pillars Laid On 12 Mm ( Average ) Thick Cement Mortar 1:3 ( 1 Cement: 3 Coarse Sand ) And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slabs, Including Rubbing And Polishing Complete. 1536 Providing And Laying Ceramic Glazed Floor Tiles Of Size 300X300 Mm ( Thickness To Be Specified By The Manufacturer ) Of 1St Quality Conforming To Is : 15622 Of Approved Make In Colours Such As White, Ivory, Grey, Fume Red Brown, Laid On 20 Mm Thick Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) , Jointing With Grey Cement Slurry @ 3.3 Kg / Sqm Includingpointing The Joints With White Cement And Matching Pigment Etc., Complete. 1537 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 1538 Providing And Laying Vitrified Tiles In Different Sizes ( Thickness To Be Specified By Manufacturer ) , With Water Absorption Less Than 0.08 % And Conforming To I.S. 15622, Of Approved Make, In All Colours & Shade, In Skirting, Riser Of Steps, Over 12 Mm Thick Bed Of Cement Mortar 1:3 ( 1 Cement: 3 Coarse Sand ) , Jointing With Grey Cement Slurry @ 3.3Kg / Sqm Including Grouting The Joint With White Cement & Matching Pigments Etc. Complete.Size Of Tile 600X600 Mm 1539 Roofing 1540 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 : 1541 With Residual Type Petroleum Bitumen Of Grade Vg -10 1542 Supply & Fixing Of Prepainted Coloured Trapezoidal Or Approved Profiled Sheeting 1000-1020 Mm Cover Width, 28-30 Mm High Crests With Subtle Square Fluting In The Five Pan At Nominal 190-255 Mm ( As Approved By Eic ) Centre-To-Centre Manufactured Out Of 0.50 Mm Tct Hi-Tensile Prepainted Zincalume / Galvalume Steel ( Az-150 Gsm. Aluminium –Zinc Alloy Metallic Coating Of Total Both Sides 550 Mpa Yield Stress As Per As-1397 ) . Colour / Exterior Coat Of Rmp 20 Micron Top Coat Applied Over 5 Micron Primer And A 5 Micron Polyester Back Coat Applied Over 5 Microns Primer 1543 Or Equivalent Coating / Painting. The Sheet Shall Have Wide Pans With Stiffening Ribs For Effective Water Shedding And Special Male / Female Ends With Full Return Legs On Side Laps For Purlin Support. The Male End Of The Sheet Shall Have Anti-Capillary Flute At Side Laps To Prevent Leakages. The Sheet Shall Be Fixed By Means Of Anti Corrosive Approved Make Rust Shield ( Epoxy Polymer ) Coated Self-Drilling Self Tapping Fasteners 12-14 X 55 Mm With Epdm Seals Through Crest For Roofing And 12-24 X 20 Mm Through Valley ( Pans ) For Wall Cladding. The Sheet Shall Be Supplied In Lengths Maximum Up To 6-12 Meter Long To Suit Site Dimensions. The Scope Includes All Sealing Of Joint, Curves, Edges Or Other Accessories With Silicon Sealant. 1544 15 Mm Cement Plaster On The Rough Side Of Single Or Half Brick Wall Of Mix : 1:6 ( 1 Cement: 6 Coarse Sand ) 1545 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. 1:6 ( 1 Cement: 6 Coarse Sand ) 1546 6 Mm Cement Plaster On Celling ( A ) 1:3 ( 1 Cement:3 Fine Sand ) 1547 Distempering With Oil Bound Washable Distemper Of Approved Brand And Manufacture To Give An Even Shade : New Work ( Two Or More Coats ) Over And Including Water Thinnable Priming Coat With Cement Primer. 1548 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 ) . 1549 Steel Painting:Applying Priming Coat 1550 With Ready Mixed Pink Or Grey Primer Of Approved Brand And Manufacture On Wood Work ( Hard And Soft Wood ) 1551 With Ready Mixed Red Oxide Zink Chromate Primer Of Approved Brand And Manufacture On Steel Galvanised Iron / Steel Works. 1552 Painting Withsynthetic Enamel Paint Of Approvedbrandand Manufactureto Give An Even Shade: 1553 Two Or More Coats On New Work. 1554 Painting With Black Anti-Corrosive Bitumastic Paint Of Approved Brand And Manufacture To Give An Even Shade : Two Or More Coats On New Work 1555 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. 1556 Water Proofing 1557 Providing And Laying Water Proofing Treatment In Sunken Portion Of Wcs, Bathroom Etc., By Applying Cement Slurry Mixed With Water Proofing Cement Compound Consisting Of Applying : A ) First Layer Of Slurry Of Cement @ 0.488 Kg / Sqm Mixed With Water Proofing Cement Compound @ 0.253 Kg / Sqm. This Layer Will Be Allowed To Air Cure For 4 Hours. B ) Second Layer Of Slurry Of Cement @ 0.242 Kg / Sqm Mixed With Water Proofing Cement Compound @ 0.126 Kg / Sqm. This Layer Will Be Allowed To Air Cure For 4 Hours Followed With Water Curing For 48 Hours. The Rate Includes Preparation Of Surface, Treatment And Sealing Of All Joints, Corners, Junctions Of Pipes And Masonry With Polymer Mixed Slurry. 1558 Providing And Filling Of Cinder In Sunken Portions. 1559 Plumbing Internal Estimate ( Type-2 , 7 Unit ) ( G+3 ) 1560 Sub Head– I Sanitary Installation 1561 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:. 1562 White Vitreous China Orissa Pattern W.C. Pan Of Size 580X440 Mm With Integral Type Foot Rests. 1563 Providing And Fixing White Vitreous China Pedestal Type Water Closet ( European Type ) With Seat And Lid, 10 Litre Low Level White Vitreous China Flushing Cistern & C.P. Flush Bend With Fittings & C.I. Brackets, 40 Mm Flush Bend, Overflow Arrangement With Specials Of Standard Make And Mosquito Proof Coupling Of Approved Municipal Design Complete, Including Painting Of Fittings And Brackets, Cutting And Making Good The Walls And Floors Wherever Required : 1564 W.C. Pan With Isi Marked White Solid Plastic Seat And Lid 1565 Providing And Fixing Floor Mounted, White Vitreous China Single Piece, Double Traps Syphonic Water Closet Of Approved Brand / Make, Shape, Size And Pattern Including Integrated White Vitreous China Cistern Of Capacity 10 Litres With Dual Flushing System, Including All Fittings And Fixtures With Seat Cover, Cistern Fittings, Nuts, Bolts And Gasket Etc Including Making Connection With The Existing P / S Trap, Complete In All Respect As Per Directions Of Engineer-In-Charge. 1566 Providing And Fixing White Vitreous China Battery Based Infrared Sensor Operated Urinal Of Approx. Size 610 X 390 X 370 Mm Having Pre & Post Flushing With Water ( 250 Ml & 500 Ml Consumption ) , Having Water Inlet From Back Side, Including Fixing To Wall With Suitable Brackets All As Per Manufacturers Specification Anddirection Of Engineer-In-Charge. 1567 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: 1568 White Vitreous China Wash Basin Size 550X400 Mmwith A Pair Of 15 Mm C.P. Brass Pillar Taps 1569 Providing And Fixingwhite Vitreous China Wash Basin Under Counter Basin, With C.I. Concealed Type Brackets Fixed To Walls With Gi Rag Bolts Or Approved Fasteners Etc., Including 32 Mm Cp Brass Waste Coupling, Includingpainting Of Fittings And Brackets, Cutting And Making Good The Walls Wherever Required All Complete ( Granite Counter Top Will Be Measured And Paid Separately Under Relevent Item ) : As Per Approved Make And Decision Of Engineer-In-Charge 1570 Providing And Fixing Toilet Paper Holder : 1571 C.P. Brass 1572 Providingandfixingcpbrassauto Closing System Basin Pillartap / Hand Washofjaquar Prs - 001 Or Equivalentasapprovedbyengineer-In Charge 1573 Providingandfixingcpbrasssingle Lever Basin Mixerwithout Popowith 450Mm Long Braided Hose ( Connection Pipe ) Basin Pillartapofjaquar Lyr-38001B Or Equivalentasapprovedbyengineer-In Charge. 1574 Providing And Fixing 32Mm C.P Brass Bottle Trap Of Approved Quality & Make As Per The Direction Of Engineer-In-Incharge. 1575 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. 1576 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 Paintingoffittingsandbrackets, Cuttingandmakinggoodthewalls Wherever Required : 1577 Kitchen Sink With Drain Board 1578 510X1040 Mm Bowl Depth 250Mm 1579 Kitchen Sink Without Drain Board 1580 610X460 Mm Bowl Depth 200 Mm 1581 Providing And Fixing White Vitreous China Laboratory Sink With C.I. Brackets, C.P. Brass Chain With Rubber Plug, 40 Mm C.P Brass Waste And 40Mm C.P. Brass Trap With Necessary C.P. Brass Unions Complete, Including Painting Of Fittings And Brackets, Cutting And Making Good The Wall Wherever Required : 1582 Size 450X300x150 Mm 1583 Providing And Fixing P.V.C. Waste Pipe For Sinkor Wash Basin Including P.V.C. Waste Fittings Complete. 1584 Flexible Pipe 1585 40 Mm Dia 1586 Providing And Fixing Soil, Waste And Vent Pipes : 1587 100 Mm Dia 1588 Hubless Centrifugally Cast ( Spun ) Iron Pipes Epoxy Coated Inside & Outside Is:15905 1589 Providing And Fixing Bend Of Required Degree With Access Door, Insertion Rubber Washer 3 Mm Thick, Bolts And Nuts Complete. 1590 100 Mm 1591 Hubless Centrifugally Cast ( Spun ) Iron Epoxy Coated Inside & Outside I.S. 15905 1592 Providing And Fixing Plain Bend Of Required Degree. 1593 100 Mm 1594 Hubless Centrifugally Cast ( Spun ) Iron Pipe Epoxy Inside & Outsideis: 15905 1595 Providing And Fixing Heel Rest Sanitary Bend 1596 100 Mm Dia 1597 Sand Cast Iron S&S As Per Is - 3989 1598 Providing And Fixing Double Equal Plain Junction Of Required Degree 1599 100X100x100x100 Mm 1600 Hubless Centrifugally Cast ( Spun ) Iron Pipe Epoxy Inside & Outsideis: 15905 1601 Providing And Fixing Single Equal Plain Junction Of Required Degree With Access Door, Insertion Rubber Washer 3 Mm Thick, Bolts And Nuts Complete. 1602 100X100x100 Mm 1603 Sand Cast Iron S&S As Per Is: 3989 1604 Providing And Fixing Single Equal Plain Junction Of Required Degree 1605 100X100x100 Mm 1606 Hubless Centrifugally Cast ( Spun ) Iron Pipe Epoxy Inside & Outsideis: 15905 1607 Providing And Fixing Terminal Guard: 1608 100 Mm 1609 Hubless Centrifugally Cast ( Spun ) Iron Pipe Epoxy Inside & Outsideis: 15905 1610 Providingand Fixing Shielded Coupling For Hubless Centrifugally Cast Iron Pipes 1611 100 Mm 1612 S S 304 Grade Coupling With Epdm Rubber Gasket 1613 Providing And Fixing M.S. Stays And Clamps For Sand Cast Iron / Centrifugally Cast ( Spun ) Iron Pipes Of Diameter : 1614 100 Mm 1615 Painting Sand Cast Iron / Centrifugally Cast ( Spun ) Iron Soil, Waste Vent Pipes And Fittings With Two Coats Of Synthetic Enamel Paint Of Any Colour Such As Chocolate Grey, Or Buff Etc. Over A Coat Of Primer ( Of Approved Quality ) For New Work : 1616 100 Mm Diameter Pipe 1617 Providing And Fixing M.S. Holder-Bat Clamps Of Approved Design To Sand Cast Iron / Cast Iron ( Spun ) Pipe Embedded In And Including Cement Concrete Blocks 10X10x10cm Of 1:2:4 Mix ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20Mm Nominal Size ) Including Cost Of Cutting Holes And Making Good The Walls Etc. : 1618 100 Mm Diameter Pipe 1619 Providing And Fixing G.I. Soil / Waste Pipes Complete With G.I. Fittings And Clamps, I / C Cutting And Making Good The Walls Etc. 1620 32 Mm Dia. Nominal Bore 1621 40 Mm Dia. Nominal Bore 1622 50 Mm Dia. Nominal Bore 1623 Providing And Fixing Trap Of Self Cleansing Design With Screwed Down Or Hinged Grating With Or Without Vent Arm Complete, Including Cost Of Cutting And Making Good The Walls And Floors : 1624 100 Mm Inlet And 100 Mm Outlet 1625 Hubless Centrifugally Cast ( Spun ) Iron Epoxycoated Inside & Outside As Per Is:15905 1626 Cutting Holes Up To 15 X 15 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 Course Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size ) , Including Finishing Complete So As To Make It Leak Proof. 1627 Providing & Fixing In Position Gi 100X50 Elbowfloor Drainincluding Cost Of Cutting And Making Good The Walls And Floors Whereverrequired. 1628 Providingandfixing125mmdias / S Grating ( Withorwithouthole ) For Floor Or Nahani Trap. 1629 Providing And Fixing Soap Dish Holderfrom Wall Of Standard Shape Withfittings Of Approved Quality With All Complete. Make Jaquar - Acn-1131N & Equivalent 1630 Providing And Fixing Soap Dispenser With Glass Bottlefrom Wall Of Standard Shape Withfittings Of Approved Quality With All Complete. Make Jaquar - Acn-1135N & Equivalent 1631 Providing & Fixing600 Mm Towel Rail Long Stanless Steel From Wall Face With Concealedfittings Arrangement Of Approved Quality With All Complete. Make Jaquar - Can-1111Sm 1632 Providing And Fixing Ptmt Soap Dish Holder Having Length Of 138Mm, Breadth 102Mm, Height Of 75Mm With Concealed Fitting Arrangements, Weighing Not Less Than 106 Gms. 1633 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. 1634 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. 1635 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. 1636 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. 1637 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. 1638 Coupler 1639 110 Mm 1640 Single Tee With Door 1641 110X110x110 Mm 1642 Bend 87.5° 1643 110 Mm 1644 Shoe ( Plain ) 1645 110 Mm Shoe 1646 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. 1647 110 Mm 1648 Supplying And Fixingofhdpe Pipe ( Pe Grade 63 - Pn-8 ) Confirming To Is 14333-1996Chemical Waste Pipes Jointed With Rubber Ring With Good Quality Lubricantwithfittingsinclussive Of Allnecessaryspecialslike Bends, Tees, Offsets, Junctions Etc Laid Under Floor / Under Ceiling / On Walls With Suitable Clamps And Specialscuring, Necessary Chasing, Jointing And Restoring To Original Conditions, Testing Etc. Including All Other Incidental Chargesetc.Complete For Successful Completion Of Work As Per Specifications, And Asdirected By Engineer -In- Charge. 1649 110 Mm Outer Dia 1650 50 Mm Outer Dia 1651 Providing & Fixing In Position Upvc POr S Trap Of Self Cleaning Design Offollowingsizesfor The Embedded Areasmaking Proper Connection Withchemical Sealent Joint , Cutting Chase / Hole In Floors / Slabs And Bringing The Same In Proper Condition In Cement Concrete 1:2:4 Mix Complete As Required. Including Cost Of Cutting And Making Good The Walls And Floors Wherever Required. 1652 Providing & Fixingwater Cooler Wth Stainless Steel Having Storage Capacity Of 80 Liter & Cooling Capacity 60 Liter / Hour With Reverse Osmosis System & Ultra Voilet Membrane Tds Reduction 90% Having Automatic Back Wash System With Filteration Unit & All Other Required Accessories Complete In All Respect As Per Direction Of The Engineer In Charge . 1653 Sub Head– Ii Water Supply 1654 Providing And Fixing G.I. Pipes Complete With G.I. Fittings And Clamps, I / C Cutting And Making Good The Walls Etc. 1655 Internal Work – Exposed On Wall. 1656 20 Mm Nominal Outer Dia Pipes 1657 25 Mm Nominal Outer Dia Pipes 1658 32 Mm Nominal Outer Dia Pipes 1659 40 Mm Nominal Outer Dia Pipes 1660 50 Mm Nominal Outer Dia Pipes 1661 65 Mm Nominal Outer Dia Pipes 1662 80 Mm Nominal Outer Dia Pipes 1663 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. 1664 Concealed Including Cutting Chases And Making Good The Wall Etc. 1665 15 Mm Nominal Outer Dia Pipes 1666 20 Mm Nominal Outer Dia Pipes 1667 25 Mm Nominal Outer Dia Pipes 1668 Providing And Fixing Gun Metal Gate Valve With C.I. Wheel Of Approved Quality ( Screwed End ) : 1669 20 Mm Dia. Nominal Bore 1670 25 Mm Dia. Nominal Bore 1671 32 Mm Dia. Nominal Bore 1672 40 Mm Dia. Nominal Bore 1673 50 Mm Dia. Nominal Bore 1674 Providing And Fixing Ball Valve ( Brass ) Of Approved Quality, High Or Low Pressure, With Plastic Floats Complete : 1675 25 Mm Nominal Bore 1676 Providing And Fixing Hand Held Ablution Fitting ( Health Faucet ) With 1.2 Meter Long Flexible Tube And Wall Hook, All Complete Approved Engineer-In-Charge 1677 Supply And Fixing Of 15Mm Cp Brass 2 -Way Bib Cock With Wall Flange And Suitable Length Cp Brass Extension Pipe All Of Approved Engineer-In-Charge 1678 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 1679 Providing And Fixing C.P. Brass Long Nose Bib Cock Of Approved Quality Conforming To Is Standards And Weighing Not Less Than 810 Gms. 1680 15 Mm Nominal Bore 1681 Providing And Fixing C.P. Brass Stop Cock ( Concealed ) Of Standard Design And Of Approved Make Conforming To Is:8931. 1682 15 Mm Nominal Bore 1683 Providing And Fixing C.P. Brass Angle Valve For Basin Mixer And Geyser Points Of Approved Quality Conforming To Is:8931 1684 15Mm Nominal Bore 1685 Providing And Fixing Uplasticised Pvc Connection Pipe With Brass Unions : 1686 45 Cm Length 1687 15 Mm Nominal Bore 1688 Providing And Fixing C.P. Brass Shower Rose With 15 Or 20 Mm Inlet : 1689 150 Mm Diameter 1690 Providing And Fixing Cp Brass Single Lever Telephonic Wall Mixer Of Quality & Make As Approved By Engineer In Charge. 1691 ( A ) 15 Mm Nominal Dia 1692 Providing , Fixing, Testing And Commissioning Of Cp Brass 150 Mmx 150 Mmshower Head With Wall Flange With All Accessories As Required Andmaking Good The Walls Wherever Required. ( Make-Jaquar -Model No- Ohs-35495 Or Equivalent. ) 1693 Supply , Erection , Testing & Commissioning Of Automatic Water Level Control Panel & Related Accessories For Pumping Automation With Consisting Of Automatic Water Level Controller , Level Sensor Withstainless Steel Probe, Motorized Butterfly Valve, Motorized Valve Controller With Complete In All Respect. 1694 Upto 50 Mm Dia. Nominal Bore 1695 Subhead– Iii Drainage 1696 Supply And Fixing Hdpe Double Wall Corrugated ( Dwc ) I.S 16098 ( Part - 2 ) 3013 For Soil / Waste Pipe Under Ground Drainage System Withjointed With Rubber Ring With Good Quality Lubricant For Fittings, Inclusive Of All Necessary Specials Like Bends, Tees, Offsets, Junctions, Re Excavtion And Refillig Etc Complete. 1697 150 Mm Diameter 1698 200 Mm Diameter 1699 Providing And Fixing Square-Mouth S.W. Gully Trap Class Sp-1 Complete With C.I. Grating Brickmasonry Chamber With Water Tight C.I. Cover With Frame Of 300 X300 Mm Size ( Inside ) The Weight Of Cover To Be Not Lessthan 4.50 Kg And Frame To Be Not Less Than 2.70 Kg As Per Standard Design : 1700 180X150 Mm Size P Type 1701 With Fly Ash Bricks ( Non Modular ) Bricks Of Class Designation 7.5 1702 Providingandlayingnon-Pressurenp2class ( Lightduty ) 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 : 1703 150 Mm Dia. R.C.C. Pipe 1704 250 Mm Dia. R.C.C. Pipe 1705 300 Mm Dia. R.C.C. Pipe 1706 Constructing Brick Masonry Manholein Cement Mortar 1:4 ( 1 Cement :4 Coarse Sand ) With Rcc Top Slab With 1:2:4 Mix ( 1 Cement : 2 Coarse Sand : 4 Stone Aggregate 20 Mm Nominal Size ) , Foundation Concrete 1:4:8 Mix ( 1 Cement : 4 Coarse Sand : 8 Stone Aggregate 40 Mm Nominal Size ) Inside Plastering12 Mm Thick With Cement Mortar 1:3 ( 1 Cement : 3 Coarse Sand ) Finished With A Floating Coat Of Neat Cement, Foundation Cocreate 1:3:6 Mix ( 1 Cement :3 Coarse Sand : 6 Graded Stone Aggregate 40 Mm Norminal Size ) , And Making Necessary Channel In Cement Concrete 1:2:4 ( 1 Cement :2 Coarse Sand :4 Graded Stone Aggregate 20 Mm Norminal Size ) Finished With A Floating Coat Of Neat Cementcomplete As Per Standard Design . 1707 Inside Size 90X80 Cms And 45 Cms Deep Including Ci Cover With Frame ( Light Duty ) 455X610 Mm Internal Dimensions Total Weight Of Cover & Frame To Be Not Less Than 38 Kg ( Weight Of Cover 23 Kg & Weight Of Frame 15 Kg ) 1708 With Common Brunt Clay Fps ( Non Modular ) Bricks Of Class Designation 7.5 1709 Extra Depth Formanhole 90X80 Cm 1710 With Fpsbricks Class Designation 7.5 1711 Providing Orange Colour Safety Foot Rest Of Minimum 6 Mm Thick Plastic Encapsulated As Per Is : 10910, On 12 Mm Dia Steel Bar Conforming To Is:1786, Having Minimum Cross Section As 23 Mmx25 Mm And Over All Minimum Length 263 Mm And Width As 165 Mm With Minimum 112 Mm Space Between Protruded Legs Having 2 Mm Tread On Top Surface By Ribbing Or Chequeringesides 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 Pecifications And Having Manufacture’S Permanent Identification Mark To Be Visible Even After Fixing, Including Fixing In Manholes With 30X20x15 Cm Cement Concrete Block 1:3:6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size ) Complete As Per Design. 1712 Constructing Brick Masonry Road Gully Chamber 50X45x60 Cm With Bricks In Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) Including 500X450 Mm Pre-Cast R.C.C. Horizontal Grating With Frame Complete As Per Standard Design : 1713 With Common Burnt Clay F.P.S. ( Non Modular ) Bricks Of Class Designation 7.5 1714 Electrical Works Type-2 ( G+3 ) Residence 1715 Sub Head - I: Circuit Cum Point Wiring 1716 Switch Control Light Points 1717 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. 1718 Group C 1719 Wiring For Group Controlled ( Looped ) Light Point / Fan Point / Exhaust Fan Point / Call Bell Point ( Without Independent Switch Etc. ) With 1.5 Sq. Mm Frls Pvc Insulated Copper Conductor Single Core Cable In Surface / Recessed Pvc Conduit, And Earthing The Point With 1.5 Sq. Mm Frls Pvc Insulated Copper Conductor Single Core Cable Etc As Required. ( Switch Control Secondary Points ) 1720 Group C 1721 Wiring For Light Point / Fan Point / Exhaust Fan Point / Call Bell Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable In Surface / Recessed Steel Conduit, With 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. ( Switch Control Primary Points ) 1722 Group C 1723 Wiring For Group Controlled ( Looped ) Light Point / Fan Point / Exhaust Fan Point / Call Bell Point ( Withoutindependent 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. ( Switch Control Secondary Points ) 1724 Group C 1725 Mcb Control Light Points 1726 Wiring For Light Point / Fan Point / Exhaust Fan Point / Call Bell Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable In Surface / Recessed Steel Conduit, With 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. ( Switch Control Primary Points ) 1727 Primary Point Controlled By One Mcb. 1728 Same As Item Above But Secondary Point. I.E. Points To Be Looped With Primary Pointwith 2.5 Sqmm Wire And Point Wiring 1729 Wiring For Light / Power Plug With 2X4 Sq. Mm Frls Pvc Insulated Copper Conductor Single Core Cable In Surface / Recessed Steel Conduit Alongwith 1 No. 4 Sq. Mm Frls Pvc Insulated Copper Conductor Single Core Cable For Loop Earthing As Required. 1730 Wiring For Circuit / Submain Wiring Alongwith Earth Wire With The Following Sizes Of Frls Pvc Insulated Copper Conductor, Single Core Cable In Surface / Recessed Steel Conduit As Required. 1731 2 X 1.5 Sq. Mm + 1 X 1.5 Sq. Mm Earth Wire 1732 2 X 2.5 Sq. Mm + 1 X 2.5 Sq. Mm Earth Wire 1733 2 X 6 Sq. Mm + 1 X 6 Sq. Mm Earth Wire 1734 2 X 10 Sq. Mm + 1 X 10 Sq.Mm Earth Wire 1735 4 X 10 Sq. Mm + 2 X 6 Sq. Mm Earth Wire 1736 4 X 16 Sq. Mm + 2 X 6 Sq. Mm Earth Wire 1737 Supplying And Fixingsuitable Size Gi Box With Modular Plate And Cover In Front On Surface Or In Recess Including Providing And Fixing3 Pin 5 / 6 Amp Modular Socket Outlet And 5 / 6 A Modular Switch, Connection Etc. As Required. 1738 Supply And Wiringfor 250 Volts Singlephase And Neutral 2 Nos 6 Amps Socket Outlate With Control By 1 No Switched With 2.5 Sq.Mm Pvcinsulatedcopper Conductor1100 Volts Grade Stranded Flexible Frls Wires Inconcealed Or Surface Mounted 25 Mm Dia 2Mm Thickpvc Conduit Including Providing And Fixing Of 6 Amps 3 Pin Switch Socket Outlet Of Aprpoved Make And Design In 2 Mm Thick Gi Box With Grid Plate And Earthingofthird Pin Of The Socket With2.5Sq. Mm Pvc Insulated Copper Conductor Strandedflexiblefrlswire. ( Maximum Four No. Of Switches Socket Shall Be Connected On Onecircuit ) 1739 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. 1740 Supplying And Fixing 63 A, 415 V, Tpn Industrial Type Socketoutlet, With 4 Pole And Earth, Metal Enclosed Plug Topalongwith 63 A C Curve, Tpmcb, In Sheet Steel Enclosure, On Surface Or In Recess, With Chained Metal Cover For The Socket Outlet And Complete With Connections, Testing And Commissioning Etc. As Required. 1741 Supplying And Fixing 80 A, 415 V, Tpn Industrial Type Socket Outlet, With 4 Pole And Earth, Metal Enclosed Plug Top Alongwith 80 A C Curve, Tpmcb, In Sheet Steel Enclosure, On Surface Or In Recess, With Chained Metal Cover For The Socket Outlet And Complete With Connections, Testing And Commissioning Etc. As Required. 1742 Supplying And Fixing 3 Pin, 5 A Ceiling Rose On The Existing Junction Box / Wooden Block Including Connections Etc. As Required. 1743 Supplying & Fixing Suitable Size Gi Box Wih Modular Plate And Cover In Front On Surface Or In Recess I / C Providing And Fixing 25 Amp Modular Socket Outlet And 25 Amps Modular Sp Mcb, “C” Curve Including Connection, Painting Etc. As Required. ( AcS & Gysers ) 1744 Supplying And Fixing Following Modular Switch / Socket On The Existing Modular Plate & Switch Box Including Connections But Excluding Modular Plate Etc. As Required. 1745 Telephone Socket Outlet 1746 Supplying And Fixing Following Size / Modules, Gi Box Alongwith Modular Base & Cover Plate For Modular Switches In Recess Etc. As Required. 1747 1 Or 2 Module ( 75Mmx75mm ) 1748 6 Module ( 78Mm X 205 Mm X 50 Mm ) 1749 Supplying And Fixing Following Size / Modules, Gi Box Alongwith Modular Base & Cover Plate For Modular Switches In Recess Etc. As Required. 1750 3 Pin , 5 / 6 Amps Socket Outlet 1751 5 / 6 Amps Switch 1752 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. 1753 25 Mm 1754 32 Mm 1755 Subhead -Ii - Fittings & Fixtures 1756 Supply, Installation, Testing And Commissioning Of 10 W Bulk Head Light. 1757 Supply, Installation, Testing And Commissioning Of 5W Mirror Light. 1758 Supply, Installation, Testing And Commissioning Of 18W Surface / Recessed Mounted Led Circular Downlighter. 1759 Supply, Installation, Testing And Commissioning Of 18 / 20W Wall / Surface Mouted 4 Ft. Led 1760 Supply, Installation, Testing And Commissioning Of 15Wsurface Mountedled Square Downlighter. 1761 Supply, Installation, Testing And Commissioning Of150 W Chandelier 1762 Supply, Installation, Testing And Commissioning Of 12 / 9Wrecessed Mountedled Circular Downlighter. 1763 Supply, Installation, Testing And Commissioning Of9w ( Nominal ) Wall Bracket Light 1764 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 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. 1765 Supplyinstallation, Testing And Commissioning Of 250 Mm Dia Domestic Exhaust Fan 1766 Subhead - Iii - Distribution Boards 1767 Supplying And Fixing Following Way, Single Pole And Neutral, Sheet Steel, Mcb Distribution Board, 240 V, On Surface / Recess, Complete With Tinned Copper Bus Bar, Neutral Bus Bar, Earth Bar, Din Bar, Interconnections, Powder Painted Including Earthing Etc. As Required. ( But Without Mcb / Rccb / Isolator ) 1768 6 Way, Double Door 1769 8 Way, Double Door 1770 12 Way, Double Door 1771 Supplying And Fixing Following Way, Three Pole And Neutral, Sheet Steel, Mcb Distribution Board, 415 Volts, On Surface / Recess Complete With Tinned Copper Busbar, Neutral Busbar, Earth Bar, Din Bar, Detachable Gland Plate, Interconnections, Phosphatized And Powder Painted Including Earthing Etc. As Required. ( But Without Mcb / Rccb / Isolator ) 1772 4 Way ( 4 + 12 ) , Double Door 1773 6 Way ( 4 + 18 ) , Double Door 1774 8 Way ( 4 + 24 ) , Double Door 1775 Supplyingand Fixingoffollowingwayssurface / Recessmounting, 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. ) 1776 12 Way ( 4 + 36 ) , Double Door 1777 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. 1778 Single Pole 1779 Single Pole Neutral 1780 Supplying And Fixing Following Rating, Double Pole, 240 V, Isolator In The Existing Mcb Db Complete With Connections, Testing And Commissioning Etc. As Required. 1781 40 A 1782 63 A 1783 Supplying And Fixing Following Rating, Four Pole, 415 V, Isolator In The Existing Mcb Db Complete With Connections, Testing And Commissioning Etc. As Required. 1784 25 A 1785 40 A 1786 63 A 1787 Supplying And Fixing Following Rating, Double Pole, ( Single Phaseand 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. 1788 25 A 1789 40 A 1790 63 A 1791 Supplying And Fixing Single Pole Blanking Plate In The Existing Mcb Db Complete Etc. As Required. 1792 Sub Head-Iv , Lightning Conductor 1793 Lightning Conductor 1794 Providing And Fixing Of Lightning Conductor Finial, Made Of 25 Mm Dia 300 Mm Long, G.I. Tube, Having Single Prong At Top, With 85 Mm Dia 6 Mm Thick G.I. Base Plate Including Holes Etc. Complete As Required. 1795 Fixing Of Lightning Conductor Finial ( Single Prong ) With Base Plate Including Holes Etc. Complete As Required. 1796 Jointing Copper / G.I. Tape ( With Another Copper / G I Tape, Base Of The Finial Or Any Other Metallic Object ) By Riveting / Nut Bolting / Sweating And Soldering Etc As Required. 1797 Providing And Fixing G.I. Tape 20 Mm X 3 Mm Thick On Parapet Or Surface Of Wall For Lightning Conductor Complete As Required. ( For Horizontal Run ) 1798 Providing And Fixing G.I. Tape 20 Mm X 3 Mm Thick On Parapet Or Surface Of Wall For Lightning Conductor Complete As Required. ( For Vertical Run ) 1799 Fixing Of Copper / G.I. Tape 20 Mm X 3 Mm Thick On Parapet Or Surface Of Wall For Lightning Conductor Complete As Required. ( For Vertical Run ) 1800 Providing And Fixing Testing Joint, Made Of 20 Mm X 3 Mm Thick G.I. Strip, 125 Mm Long, With 4 Nos. Of G.I. Bolts, Nuts, Chuck Nuts And Spring Washers Etc. Complete As Required. 1801 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. Details Of Cost For One Set 1802 Providing And Fixing 25 Mm X 5 Mm G.I. Strip In 40 Mm Dia G.I. Pipe From Earth Electrode Including Connection With G.I. Nut, Bolt, Spring, Washer Excavation And Re-Filling Etc. As Required. 1803 Earth Filling 1804 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. 1805 Banking Excavated Earth In Layers Not Exceeding 20 Cm In Depth, Breaking Clods, Watering, Rolling Each Layer With ½ Tonne Roller, Or Wooden Or Steel Rammers, And Rolling Every 3Rd And Top-Most Layer With Power Roller Of Minimum 8 Tonnes And Dressing Up, In Embankments For Roads, Flood Banks, Marginal Banks, And Guide Banks Etc., Lead Upto 50 M And Lift Upto 1.5 M : 1806 Footpath 2.00 Mt. Wide 1807 Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) / Manual Means Over Areas ( Exceeding 30 Cm In Depth, 1.5 M In Width As Well As 10 Sqm On Plan ) Including Getting Out And Disposal Of Excavated Earth Lead Upto 50 M And Lift Upto 1.5 M, As Directed By Engineer-Incharge 1808 All Kinds Of Soil 1809 Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering. All Work Upto Plinth Level. 1810 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 ) 1811 Providing And Laying 60Mm Thick Faciory Made Cement Concrete Interlocking Paver Block Of M -30 Grade Made By Block Making Machine With Strong Vibratory Compaction, Of Approved S;Ze, Design & Shape, Laid In Required Colour And Pattern Over And Including 50Mm Thick Compacted Bed Of Coarse Sand, Filling The Joints With Line Sand Etc. All Complete As Per The Direction Of Engineer-In-Charge. 1812 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 ) , Ncluding Making Joints With Or Without Grooves ( Thickness Of Joints Except At Sharp Curve Shall Not To More Than 5Mm ) , Including Making Drainage Opening Wherever Required Complete Etc. As Per Direction Of Engineer-In-Charge ( Length Of Finished Kerb Edging Shall Be Measured For Payment ) . ( Precast C.C. Kerb Stone Shall Be Approved By Engineer-In-Charge ) . 1813 Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture Of Required Colour To Give An Even Shade : 1814 Two Or More Coats On New Work Over An Under Coat Of Suitable Shade With Ordinary Paint Of Approved Brand And Manufacture 1815 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. 1816 Filling Available Excavated Earth ( Excluding Rock ) In Trenches, Plinth, Sides Ofoundations Etc. In Layers Not Exceeding 20Cm In Depth, Consolidating Each Deposited Layer By Ramming And Watering, Lead Up To 50 M And Lift Upto 1.5 M. 1817 Deduct Pcc 1818 Kurb Stone 1819 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For All Heights : 1820 Foundations, Footings, Bases Of Columns, Etc. For Mass Concrete. 1821 Bituminus Road For 3.5 Mtr Wide & 10.0 Mtr Long Road 1822 Preparation And Consolidation Of Sub Grade With Power Road Roller Of 8 To 12 Tonne Capacity After Excavating Earth To An Average Of 22.5 Cm Depth, Dressing To Camber And Consolidating With Road Roller Including Making Good The Undulations Etc. And Re-Rolling The Sub Grade And Disposal Of Surplus Earthwith Lead Upto 50 Metres. 1823 Supplying And Stacking At Site.90 Mm To 45 Mm Size Stone Aggregate 1824 Supplying And Stacking At Site63 Mm To 45 Mm Size Stone Aggregate 1825 Laying, Spreading And Compacting Stone Aggregate Of Specified Sizes To Wbm Pecifications In Uniform Thickness, Hand Picking, Rolling With 3 Wheeled Road / Vibratory Roller 8-10 Tonne Capacity In Stages To Proper Grade And Camber, Applying And Brooming Requisite Type Of Screening / Binding Material To Fill Up Interstices Of Coarse Aggregate, Watering And Compacting To The Required Densi 1826 Laying, Spreading And Compacting Stone Aggregate Of Specified Sizes To Wbm Pecifications In Uniform Thickness, Hand Picking, Rolling With 3 Wheeled Road / Vibratory Roller 8-10 Tonne Capacity In Stages To Proper Grade And Camber, Applying And Brooming Requisite Type Of Screening / Binding Material To Fill Up Interstices Of Coarse Aggregate, Watering And Compacting To The Required Densi 1827 Supplying And Stacking At Sitestone Screening 13.2 Mm Nominal Size ( Type A ) 1828 Supplying And Stacking At Sitestone Screening 11.2 Mm Nominal Size ( Type B ) 1829 Supplying And Stacking At Sitered Bajri 1830 Supplying And Stacking At Sitemoorum 1831 2.5 Cm Premix Carpet Surfacing With 2.25 Cum And 1.12 Cum Of Stone Chippings Of 13.2 Mm And 11.2 Mm Size Respectively Per 100 Sqm And 52 Kg And 56 Kg Of Hot Bitumen Per Cum Of Stone Chippingsof 13.2 Mm And 11.2 Mm Size Respectively, Including A Tack Coat With Hot Straight Run Bitumen, Including Consolidation With Road Rollerof 6 To 9 Tonne Capacity Etc. Complete ( Tack Coat To Be Paid For Separately ) .With Paving Asphalt Grade Vg - 10 Heated And Then Mixed With Solvent At The Rate Of 70 Grams Per Kg Of Asphalt 1832 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 ) , Ncluding Making Joints With Or Without Grooves ( Thickness Of Joints Except At Sharp Curve Shall Not To More Than 5Mm ) , Including Making Drainage Opening Wherever Required Complete Etc. As Per Direction Of Engineer-In-Charge ( Length Of Finished Kerb Edging Shall Be Measured For Payment ) . ( Precast C.C. Kerb Stone Shall Be Approved By Engineer-In-Charge ) . 1833 Providing And Applying Tack Coat Using Hot Straight Run Bitumen Of Grade Vg - 10, Including Heating The Bitumen, Spraying The Bitumen With Mechanically Operated Spray Unit Fitted On Bitumen Boiler, Cleaning And Preparing The Existing Road Surface As Per Specifications :On W.B.M. @ 0.75 Kg / Sqm 1834 Providing And Laying Seal Coat Of Premixed Fine Aggregate ( Passing 2.36 Mm And Retained On 180 Micron Sieve ) With Bitumen 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 Surface, Including Rolling And Finishing With Road Roller All Complete 1835 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. 1836 Sub Head ( I ) :- External Water Supply Pipes And Fittings 1837 All Kinds Of Soil 1838 Providing And Fixing G.I. Pipes Complete With G.I. Fittings Including Trenching And Refilling Etc. 1839 External Work 1840 20 Mm Dia Nominal Bore 1841 25 Mm Dia Nominal Bore 1842 32 Mm Dia Nominal Bore 1843 40 Mm Dia Nominal Bore 1844 50 Mm Dia Nominal Bore 1845 65 Mm Dia Nominal Bore 1846 Painting G.I. Pipes And Fittings With Two Coats Of Anti-Corrosive Bitumastic Paint Of Approved Quality : 1847 20 Mm Diameter Pipe 1848 25 Mm Diameter Pipe 1849 32 Mm Diameter Pipe 1850 40 Mm Diameter Pipe 1851 50 Mm Diameter Pipe 1852 65 Mm Diameter Pipe 1853 Providing And Filling Sand Of Grading Zone V Or Coarser Grade Alround The Gi Pipes In External Work. 1854 20Mm Dia Nominal Bore 1855 25Mm Dia Nominal Bore 1856 32Mm Dia Nominal Bore 1857 40Mm Dia Nominal Bore 1858 50 Mm Diameter Pipe 1859 65 Mm Diameter Pipe 1860 Providing And Fixing C.I. Double Acting Air Valve Of Approved Quality With Bolts, Nuts, Rubber Insertions Etc. Complete ( The Tail Pieces, Tapers Etc If Required Will Be Paid Separately ) : 1861 50 Mm Dia 1862 80 Mm Dia 1863 Providing And Fixing Gun Metal Gate Valve With C.I. Wheel Of Approved Quality ( Screwed End ) : 1864 20 Mm Nominal Bore 1865 25 Mm Nominal Bore 1866 32 Mm Nominal Bore 1867 40 Mm Nominal Bore 1868 50 Mm Nominal Bore 1869 65 Mm Nominal Bore 1870 1:2:4 ( 1 Cement : 2 Coarse Sand ( Zone-Iii ) Derived From Natural Sources : 4 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources ) 1871 Providing And Fixing G.I. Union In Gi Pipe Including Cutting And Threading The Pipe And Making Long Screws Etc. Complete ( New Work ) 1872 25 Mm Nominal Bore 1873 32 Mm Nominal Bore 1874 40 Mm Nominal Bore 1875 50 Mm Nominal Bore 1876 65 Mm Nominal Bore 1877 Providing And Fixing In Position Pre-Cast R.C.C. Manhole Cover And Frame Of Required Shape And Approved Quality 1878 Ld- 2.5 1879 Rectangular Shape 600*450 Mm Internal Dimensions 1880 Constructing Masonry Gate Valve Chamber 30X30x50 Cm Inside, In Brick Work In Cement Mortar 1:4 ( 1 Cement :4 Coarse Sand ) For Stop Cock, With C. I. Surface Box 100X100 X75 Mm ( Inside ) With Hinged Cover Fixed In Cement Concrete Slab 1:2:4 Mix ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size ) , I / C Necessary Excavation, Foundation Concrete 1:5:10 ( 1 Cement : 5 Fine Sand : 10 Graded Stone Aggregate 40Mm Nominal Size ) And Inside Plastering With Cement Mortar 1:3 ( 1 Cement : 3 Coarse Sand ) 12Mm Thick, Finished With A Floating Coat Of Neat Cement Complete As Per Standard Design : 1881 With Common Burnt Clay F.P.S. ( Non Modular ) Bricks Of Class Designation 7.5 1882 Constructing Masonry Chamber 60X45x50 Cm Inside, In Brick Work In Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) For Water Meter Complete With C.I. Double Flap Surface Box 400X200x200 Mm ( Inside ) With Locking Arrangement And Rcc Top Slab 1:2:4 Mix ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size ) , I / C Necessary Excavation, Foundation Concrete 1:5:10 ( 1 Cement : 5 Fine Sand:10 Graded Stone Aggregate 40 Mm Nominal Size ) And Inside Plastering With Cement Mortar 1:3 ( 1 Cement : 3 Coarse Sand ) 12 Mm Thick, Finished With A Floating Coat Of Neat Cement Complete As Per Standard Design : 1883 With Common Burnt Clay F.P.S. ( Non Module ) Brick Of Class Designation 7.5 1884 Surface Drain ( 250X150 Mm ) 1885 Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) / Manual Means Over Areas ( Exceeding 30 Cm In Depth, 1.5 M In Width As Well As 10 Sqm On Plan ) Including Getting Out And Disposal Of Excavated Earth Lead Upto 50 M And Lift Upto 1.5 M, As Directed By Engineer-In-Charge. 1886 All Kinds Of Soil 1887 Filling Available Excavated Earth ( Excluding Rock ) In Trenches, Plinth, Sides Of Foundations Etc. In Layers Not Exceeding 20Cm In Depth: Consolidating Each Deposited Layer By Ramming And Watering, Lead Up To 50 M And Lift Up To 1.5 M. 1888 Qty. = 25% Of Them No 1 1889 Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shttering - All Work Up To Plinth Level 1890 1:5:10 ( 1 Cement : 5 Coarse Sand ( Zone-Iii ) : 10 Graded Stone Aggregate 40 Mm Nominal Size ) . 1891 1:2:4 ( 1 Cement : 2 Coarse Sand ( Zone-Iii ) Derived From Natural Sources : 4 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources ) 1892 1:2:4 ( 1 Cement : 2 Coarse Sand ( Zone-Iii ) Derived From Natural Sources : 4 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources ) 1893 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For All Heights : 1894 Foundations, Footings, Bases Of Columns, Etc. For Mass Concrete 1895 Brick Work With F.P.S. Bricks Of Class Designation 75 Infoundation And Plinth In : 1896 Cement Mortar 1:6 ( 1 Cement : 6 Coarse Sand ) 1897 12 Mm Cement Plaster Finished With A Floating Coat Of Neat Cement Of Mix : 1898 1:4 ( 1 Cement: 4 Fine Sand ) 1899 Construction Of 300 Mm Wider.C.C. Drains 1900 Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) / Manual Means Over Areas ( Exceeding 30 Cm In Depth, 1.5 M In Width As Well As 10 Sqm On Plan ) Including Getting Out And Disposal Of Excavated Earth Lead Upto 50 M And Lift Upto 1.5 M, As Directed By Engineer-Incharge.All Kinds Of Soil 1901 Lvl 0.00 To 1.5 1902 Filling Available Excavated Earth ( Excluding Rock ) In Trenches, Plinth, Sides Of Foundations Etc. In Layers Not Exceeding 20Cm In Depth, Consolidating Each Deposited Layer By Ramming And Watering, Lead Up To 50 M And Lift Upto 1.5 M. 1903 @ 30% Of Item No. 1 1904 Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level : 1:4:8 ( 1 Cement : 4 Coarse Sand ( Zone-Iii ) Derived From Natural Sources : 8 Graded Stone Aggregate 40 Mm Nominal Size Derived From Natural Sources ) 1905 Providing And Laying In Position Ready Mixed Or Site Batched Design Mix Cement Concrete For Reinforced Cement Concrete Work; Using Coarse Aggregate And Fine Aggregate Derived From Natural Sources, Portland Pozzolana / Ordinary Portland / Portland Slag Cement, Admixtures In Recommended Proportions As Per Is: 9103 To Accelerate / Retard Settingof Concrete, To Improve Durability And Workability Without Impairing Strength; Including Pumping Of Concrete To Site Of Laying, Curing, Carriage For All Leads; But Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement As Per Direction Of The Engineer-In-Charge; For The Following Grades Of Concrete Note: Extra Cement Up To 10% Of The Minimum Specified Cement Content In Design Mix Shall Be Payable Separately. In Case The Cement Content In Design Mix Is More Than 110% Of The Specified Minimum Cement Content, The Contractor Shall Have Discretion To Either Re-Design The Mix Or Bear The Cost Of Extra Cement. Concrete Of M25 Grade With Minimum Cement Content Of 330 Kg / Cum 1906 Footing 1907 Wall 1908 Steel Reinforcement For R.C.C. Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Upto Plinth Level. Thermo-Mechanically Treated Bars Of Grade Fe-500D Or More. 1909 Footing 1910 Wall 1911 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For 1912 Foundations, Footings, Bases Of Columns, Etc. For Mass Concrete 1913 Walls ( Any Thickness ) Including Attached Pilasters, Butteresses, Plinth And String Courses Etc. 1914 Sub Head ( I ) :- External Sewerage System 1915 Excavating Trenches Of Required Width For Pipes, Cables, Etc Including Excavation For Sockets, And Dressing Of Sides, Ramming Of Bottoms, Depth Upto 1.5 M, Including Getting Out The Excavated Soil, And Then Returning The Soil As Required, In Layers Not Exceeding 20 Cm In Depth, Including Consolidating Each Deposited Layer By Ramming, Watering, Etc. Anddisposing Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M : 1916 All Kinds Of Soil 1917 Pipes, Cables Etc. Exceeding 80 Mm Dia But Not Exceeding 300 Mm Dia 1918 Pipes, Cables Etc. Exceeding 300 Mm Dia But Not Exceeding 600 Mm 1919 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 : 1920 150 Mm Dia. R.C.C. Pipe 1921 450 Mm Dia. R.C.C. Pipe 1922 Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level :1:5:10 ( 1 Cement : 5 Coarse Sand ( Zone-Iii ) : 10 Graded Stone Aggregate 40 Mm Nominal Size ) 1923 450 Mm Diameter S.W.Pipe ( 9X0.65X0.10=0.59 ) 1924 1:5:10 ( 1 Cement : 5 Coarse Sand ( Zone-Iii ) Derived From Natural Sources : 10 Graded Stone Aggregate 40 Mm Nominal Size Derived From Natural Sources ) 1925 150 Mm Diameter S.W.Pipe ( 391X0.35X0.10=13.69 ) 1926 Constructing Brick Masonry Manholein Cement Mortar 1 : 4 ( 1 Cement : 4 Coarse Sand ) With Rcc Top Slab With 1 : 2 : 4 Mix ( 1 Cement : 2 Coarse Sand : 4Gradestone Aggregate 20Mm Nominal Size ) ; Foundation Concrete 1:4:8 Mix ( 1 Cement : 4 Coarse Sand : 8 Gradedstoneaggregate40 Mm Nominalsize ) Insideplastering 12 Mm Thickwith Cementmortar 1:3 ( 1Cement 3 Coarse Sand ) Finished With A Floating Coat Of Neat Cement And Makingchannels Incementconcrete 1:2:4 ( 1Cement : 2 Coarse Sand: 4 Graded Stone Aggregate 20 Mm Nominal Size ) Finishd With A Floating Coat Ofneatcement Completeasper Standard Design 1927 Inside Size 90 X 80 Cm & 45 Cmdeep Including Ci Cover With Frame ( Light Duty ) 455 X 610Mm Internal Dimensions, Total Weight Of Cover & Frame To Be Not Lessthan 38 Kg ( Weight Of Cover 23 Kg And Weight Of Frame 15 Kg ) 1928 With Common Burnt Clay F.P.S. ( Non Modular ) Bricks Of Classic Designation 7.5 1929 Extra For Depth For Manholes: 1930 Size 90 X 80 Cm 1931 With Common Burnt Clay F.P.S. ( Non Modular ) Bricks Of Class Designation 7.5 1932 Constructing Brick Masonry Circular Type Manhole 0.91 M Internal Dia At Bottom And 0.56M Dia At Top With Fps Bricksclass Designation 75In Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) , Inside Cement Plaster 12Mm Thick With Cement Mortar 1:3 ( 1 Cement : 3 Coarse Sand ) Finished With A Floating Coat Of Of Neat Cement, Foundation Concrete 1:3:6 Mix ( 1 Cement : 3 Coarse Sand :6 Graded Stone Aggregate 40Mm Nominal Size ) And Making Necessary Channel In Cement Concrete 1:2:4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20Mm Nominal Size ) Finished With A Floating Coat Of Neat Cement Complete As Per Standard Design. 1933 0.91M Deep With Sfrc Cover And Frame ( Heavy Duty Hd-20 Grade Designation ) 560Mm Internal Diameter Conforming To I.S:12592, Total Weight Of Cover And Frame To Be Not Less Than 182Kg. Fixed In Cement Concrete 1:2:4 Mix ( 1Cement: 2 Coarse Sand: 4 Graded Stone Aggregate 20Mm Nominal Size ) Including Centering, Shuttering All Complete. ( Excavation Foot Rests And 12Mm Thick Cement Plaster At The External Surface Shall Be Paid For Separately ) 1934 With Common Burnt Clay F.P.S. ( Non Module ) Brick Of Class Designation 7.5 1935 Extra Depth For Circuler Type Manholes 0.91 M Internal Dia ( At Bottom ) Beyond 0.91M To 1.67 M . 1936 With Common Burnt Clay F.P.S. ( Non Module ) Brick Of Class Designation 7.5 1937 Providing And Fixing Square Mouths. W. Gully Trapclass Sp-1 Complete With C.I. Gratingbrickmasonry Chamber With Water Tight Ci Cover With Frame Of 300 X 300 Mm Size ( Inside ) The Weight Of Cover To Be Not Less Than 4.50 Kg And Frame To Be Not Less Than 2.70 Kg As Per Standard Design 1938 180 X 150 Mm. Size P Type 1939 With Common Burnt Clay F.P.S. ( Non Modular ) Bricks Of Class Designation 7.5 1940 Providing M.S. Foot Rests Including Fixing In Manholes With 20X20x10 Cm Cement Concrete Blocks 1:3:6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size ) As Per Standard Design : 1941 With 20 Mm Diameter Round Bar 1942 Hume Pipe 1943 Excavating Trenches Of Required Width For Pipes, Cables, Etc Including Excavation For Sockets, And Dressing Of Sides, Ramming Of Bottoms, Depth Upto 1.5 M, Including Getting Out The Excavated Soil, And Then Returning The Soil As Required, In Layers Not Exceeding 20 Cm In Depth, Including Consolidating Each Deposited Layer By Ramming, Watering, Etc. And Disposing Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M : 1944 All Kinds Of Soil 1945 Pipes, Cables Etc. Exceeding 300 Mm Dia But Not Exceeding 600 Mm 1946 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 : 1947 450 Mm Dia. R.C.C. Pipe 1948 Providingandlayingcementconcrete 1 : 5 : 10 ( 1 Cement : 5 Coarse Sand : 10 Gradded Stoneaggregate40 Mm Nominal Size ) Alround S.W. Pipesincludingbed Concrete As Per Standard Design. 1949 450 Mm Diameter S.W.Pipe 1950 Supplying, Installing, Testing & Commissioning Of Following Type Compartmentalised Wall Mounted / Floor Mounted Cubicle Board Made From 2Mm Thick Crca Sheet Dust & Vermin Proof Duly Phosphatized & Powder Coated Inclusive Of Suitable Size 4 Strip Al. Busbar Complete With Interconnection Providing Lugs, Inter-Earthing, Painting Etc. I / C Providing & Fixing Below Noted Accessories: 1951 Receiving, Unloading, Storing, Handling, Installation, Testing And Commissioning Of Following Mv Switchboards Complete As Required And As Per Site Condition And Dimension Of All Panels Shall Be Carried Out As Per The Attachad Sld 1952 Feeder Pillar 1953 Design, Manufacturing, Supplying, Fixing In Position, Testing And Commissioning Of The Following Front Operated Front Access 2Mm Thick Crca Steel Enclosure Free Standing, Water, Dust And Vermin Proof Outdoor Type Feeder Pillars With Ip-55 Protection Hinged And Lockable Doors Complete With Interconnections Copper Crimping Lugs, Brass Glands Bonding To Earth And Painting, Suitable For Use At 415 Volts, 3 Phase 4 Wire 50 Hz System . The Panels Fault Withstanding Capacity Shall Be Of 25 Mva At 415 Volts. All Live Accessories Part Shall Be Shrouded And All Equipment Shall Be Finger Touch Proof. The Bus Bars Shall Be Of Colure Coded With Heat Shrinkable Pvc Insulated Sleeves. 1954 Feeder Pillar-2 For Boys Dormitory, Type-Ii, Vice Principal & Guest House, Type-Iii 1955 Incomer 1956 1 No. 250A, 415V, Ics=25Ka, 4P Mccb With Thermal Magnetic Trip Unit. 1957 1 No. Digital Multifunction Meter ( V+A+Hz ) With A Set Of Cast Resin Cts 250 / 5A. 1958 1 Set Of Phase Indicating Lamp With Mcb 1959 Bus Bars-I : 1960 300A Tpn Bus Bars Of Aluminium Alloy. 1961 For Emergency Supply 1962 1 No. 63A, 415V, Ics=25Ka, 4P Mccb With Thermal Magnetic Trip Unit. 1963 1 Set Of On Indicating Lamp With Mcb 1964 Bus Bars-Ii : 1965 100A Tpn Bus Bars Of Aluminium Alloy. 1966 Out Going Bus-I : 1967 8 Nos. 63A 415V, 4P Mccb Of 15Ka . 1968 1 No. 100A 415V, 4P Mccb Of 15Ka . 1969 1 No. Mcb Space. 1970 Out Going Bus-Ii : 1971 2 Nos. 63A 415V, 4P Mcb Of 10Ka . 1972 1 No. 40A 415V, 4P Mcb Of 10Ka With 40A 4P Contactor & Timer Switch . 1973 2 Nos. 25A 415V, 4P Mcb Of 10Ka . 1974 1 No. Mcb Space. 1975 Meter Boards 1976 Supply, Installation, Testing And Commissioning Of M.V. Cubical Type Totally Enclosed Dust, Dump And Vermin Proof Meter Bords Complete With Bus Bars, Mv Danger Notice Plate, On Surface Isi Marked Electronic Kwh Meter, Indication Lamps, CtS, Interconnection With Suitable Capacity Aluminium Strips / Rods, Door Covers, Seperate Compartment For Each Meter, Glass Inspection Window, Connection Of Incoming And Outgoing Cables With Thimbles, Powder Coated Having Following Incoming And Outgoingmcbs Mccbs And Kwh Meters Complete As Required. 1977 Panel - Boys Dormitory & Girls Dormitory 1978 1 No. 100, 415V, Ics= 16Ka, 4P Mccb With O / C, S / C Protection & On Indication Lamp. 1979 Bus Bars: 1980 125A Tpn Bus Bars Of Aluminium Alloy. 1981 Out Going: 1982 4 Nos. 40A Dp Mcb Of 10Ka With Space For Electronic Direct Kwh Energy Meter Complete With All Necessary Wiring As Per The Meter Vendor Requirement. 1983 1 No. 40A Dp Mcb Of 10Ka. 1984 Meter Boards - Type-Ii ( G ) 1985 1 No. 40A, 415V, Ics= 16Ka, 4P Mccb With O / C, S / C Protection & On Indication Lamp. 1986 Out Going: 1987 Electronic Direct Kwh Energy Meter Complete With All Necessary Wiring As Per The Meter Vendor Requirement. 1988 1 No. 40A Dp Mcb Of 10Ka. 1989 Meter Boards - Vice Principal 1990 1 No. 63A, 415V, Ics= 16Ka, 4P Mccb With O / C, S / C Protection & On Indication Lamp. 1991 Out Going: 1992 Electronic Direct Kwh Energy Meter Complete With All Necessary Wiring As Per The Meter Vendor Requirement. 1993 Meter Boards - Type-Iii Residence ( G+2 ) 1994 1 No. 100A, 415V, Ics= 16Ka, 4P Mccb With O / C, S / C Protection & On Indication Lamp. 1995 Bus Bars: 1996 125A Tpn Bus Bars Of Aluminium Alloy. 1997 Out Going: 1998 6 Nos. 40A Dp Mcb Of 10Ka Withelectronic Direct Kwh Energy Meter Complete With All Necessary Wiring As Per The Meter Vendor Requirement. 1999 Subhead - Ii - Earthing 2000 Earthing With G.I. Earth Pipe 4.5 Metre Long, 40 Mm Dia Including Accessories, And Providing Masonry Enclosure With Cover Plate Having Locking Arrangement And Watering Pipe Etc. With Charcoal / Coke And Salt As Required. 2001 Earthing With G.I. Earth Plate 600 Mm X 600 Mm X 6 Mm Thick Including Accessories, And Providing Masonary Enclosure With Cover Plate Having Locking Arrangement And Watering Watering Pipe 2.7 Metre Long Etc. With Charcoal / Coke And Salt As Required. 2002 Earthing With Cu. Earth Plate 600Mm X 600Mm X 3Mm Thick Includingaccesssories, And Providingmasonary Enclosurewith Cover Plate ( Ci Heavy Duty ) Having Locking Arrangement And Watering Pipe Pipe Of 2.7 Mtr Long Etc. With Charcoal Or Coke And Salt ) As Required. 2003 Supplying And Laying 25 Mm X 5 Mm G.I. Strip In 40 Mm Dia G.I. Pipe From Earth Electrode, Including Connection With G.I. Nut, Bolt, Spring, Washer Excavation And Refilling Etc. As Required. 2004 Providing And Fixing 25 Mm X 5 Mm Copper Strip On Surface Or In Recess For Connections Etc. As Required. 2 Nos Used For 50 X 5 For The Neutral Earthing Of Euipments ) 2005 Providing And Fixing 25 Mm X 5 Mm G.I. Strip On Surface Or In Recess For Connections Etc. As Required. 2006 Providing And Fixing 6 Swg Dia G.I. Wire On Surface Or In Recess For Loop Earthing Etc. As Required. 2007 Subhead - Iii - Supplying & Laying Of Cable 2008 L.T. Cables 2009 Supplying And Laying Of Following Size Dwc Hdpe Pipe Isi Marked Along With All Accessories Like Socket, Bend, Couplers, Etc. Conforming To Is 14930. Part Ii Complete With Fitting And Cutting, Jointing Etc. Direct In Ground ( 75 Cm Below Ground Level ) Including Excavation And Refilling The Trench But Excluding Sand Cushing And Protective Covering Etc., Complete As Required. 2010 63 Mm Dia ( Od-63 Mm & Id-51 Mm Nominal ) 2011 90 Mm Dia ( Od-90 Mm & Id-76 Mm Nominal ) 2012 120 Mm Dia ( Od-120 Mm & Id-175 Mm Nominal ) 2013 Supplying And Laying Of Following Size Dwc Hdpe Pipe Isi Marked Along With All Accessories Like Socket, Bend, Couplers Etc. Conforming To Is 14930, Part Ii Complete With Fitting And Cutting, Jointing, Etc. In The Existing Trench, Complete As Required. 2014 90 Mm Dia ( Od-90 Mm & Id-76 Mm Nominal ) 2015 120 Mm Dia ( Od-120 Mm & Id-175 Mm Nominal ) 2016 Laying Of One Number Pvc Insulated & Pvc Sheathed / Xlpe Power Cable Of 1.1 Kv Grade Of Following Size In The Existing Rcc / Hume / Metal Pipe As Required. 2017 Upto 35 Sq.Mm 2018 Above 35 Sq. Mm And Upto 95 Sq. Mm 2019 Above 95 Sq.Mm And Upto 185 Sq.Mm 2020 Supply Of Following Sizes Of Xlpe Insulatedaluminum Conductor Strip / Wire Armoured, Overall Pvc Sheathed 1.1 Kv Grade Cables Conforming To Relevant Is-7098 Code And Technical Specifications. 2021 6 Sq. Mm 4 Core 2022 2 X 10 Sq. Mm ( 28Mm 2023 3½ X 25 Sq. Mm ( 28Mm ) 2024 3½ X 35 Sq. Mm ( 32Mm ) 2025 3½ X 50 Sq. Mm ( 35Mm ) 2026 3½ X 150 Sq. Mm ( 50Mm ) 2027 3½ X 185 Sq. Mm ( 57Mm ) 2028 Supplying And Making End Termination With Brass Compression Gland And Aluminium Lugs For Following Size Of Pvc Insulated And Pvc Sheathed / Xlpe Aluminium Conductor Cable Of 1.1 Kv Gradeas Required. 2029 4 X 6 Sq. Mm ( 28Mm 2030 4 X 16 Sq. Mm ( 28Mm 2031 3½ X 25 Sq. Mm ( 28Mm ) 2032 3½ X 35 Sq. Mm ( 32Mm ) 2033 3½ X 50 Sq. Mm ( 35Mm ) 2034 3½ X 150 Sq. Mm ( 50Mm ) 2035 3½ X 185 Sq. Mm ( 57Mm ) 2036 Providing, Laying And Fixing Following Dia Rcc Pipe Np2 Class ( Light Duty ) In Ground Complete With Rcc Collars, Jointing With Cement Mortar 1:2 ( 1 Cement : 2 Fine Sand ) Including Trenching ( 75 Cm Deep ) And Refilling Etc As Required. 2037 150 Mm Dia 2038 250 Mm Dia 2039 Sub Head -Iv :External Light 2040 Erection Of Metallic Pole Of Following Length In Cement Concrete 1:3:6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 40 Mm Nominal Size ) Foundation Including Excavation And Refilling Etc. As Required. 2041 Above 6.5 Metre And Upto 8.0 Metre 2042 Supplying, Installation, Testing And Commissioning Of 50W Led Street Lightip66 Led With High Performance Having System Lumen Output Of Minimum 9900 Lumens, Contemporary Designed Housing Made Of Die-Cast Aluminium, With Street Optic Lens For Uniform Light Distribution. Pf Better Than 0.9, Cri Better Than 70 Complete With All Accessories. Wipro Cat No.: Lr 02-102-Xxx-57-G2 Street Light 2043 Supplying, Installation, Testing And Commissioning Of 50W Ledsolar Street Light On 6 Meter Gi Octagonal Pole Having Compact, Aesthetic, Eco Friendly & Modern Integrated Solar Street Light In Extruted Aluminum Construction With High Efficiency Monocrystalline Silicon Photo Voltaic Panel, High Efficacy Smd Led 6500K Having Secondary Lens Optics For Street Lighting Distribution, High Performance Lithium Battery, Mppt Charge Controller & Intelligent Control Module / Sensor With Higher Reliability, Long Service Life, Suitable For Easy & Quick Installation. Wipro Cat No.:Lr 14-591-Xxx-65-Xx. 2044 Supply, Testing & Commissioning Of 6.0 Meter High G.Ioctagonal Pole ( Above Ground Level ) With Single / Double Arm As Per Requirement Of Suitable Length With Inbuilt Junction Box With 10A Sp Mcb, Connectors For Incoming / Outgoing Cable Connection And 300Mm X 300Mm X 20 Mm Thick Base Plate And Bracket ( Double Arm / Single Arm Whichever Required ) Complete In All Respect. 2045 Supplying And Laying Cable Through Gi Pipe Upto Junction Box Including Excavation And Back Filling, Wiring With 2 X 2.5 Sq.Mm Pvc Insulated 1100 Volts Grade Copper Conductor Wires From Junction Box To Lighting Fixturecomplete. 2046 Sub Head -V :Earthing And Miscellaneous Items ( Non Dsr Items ) 2047 Supplying And Fixing Of High Voltage Insulation Mat Of Class B Having 1.1 Kv Dielectric Strength, 1000Mm Width And Thickness Of 2.0 Mm Isi Approved As Required Including Cutting To Required Lengths. 2048 Supplying Of Fire Bucket Painted Red With Stand And Approved Quality Conforming To Is:254 / 1974 2049 Supplying And Fixing Of Powder Fire Extinguisher ( Stored Pressure Type ) Capacity 06 Kg Duly Isi Marked Conforming To Is: 15683:2006, With Is 14609, Isi Marked Abc Powder Complete With Squeeze Grip Release Valve, Discharge Pipe, Locking Arrangement, Pressure Gauge & Suitable M.S. Bracket As Required.

Key Value

Document Fees
INR 17700 /-
EMD
INR 2643000.0 /-
Tender Value
INR 13.21 Crore /-

Attachment

FileName File Description File Size
e465ad06-64ac-41a0-afac-7bf25c6b6cd4.html Tender Notice 0 KB
BID_DOC.pdf Tender Document 0 KB
BOQ_1593558.xls Tender Document 0 KB
Re_tender_Notice.pdf Tender Document 0 KB
Tendernotice_1.pdf Tender Document 0 KB

BOQ Items

Name of Work: Construction of Phase-B work at JNV Howrah (W.B)
Sl. No. Item Description
10.625 BOY"S DORMITORY WITH 3 NOS. WARDEN RESIDENCE
2Earth Work
3Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil
4Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.
5Supplying and filling in plinth with sand under floors, including watering, ramming,consolidating and dressing complete.
6Excavating, 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.
7Concrete Work
8Providing 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)
9Providing & 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.
10Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand,including necessary excavation,levelling & dressing & finishing the top smooth.
11Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres.With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
12Reinforced Cement Concrete
13Centering and shuttering including strutting, propping etc. and removal of form for all heights :
14Foundations, footings, bases of columns, etc. for mass concrete.
15Suspended floors, roofs, landings, balconies and access platform.
16Lintels, beams, plinth beams, girders, bressumers
17Columns,Pillars, Piers, Abutments, Posts and Struts.
18Edges of slabs and breaks in floors and walls Under 20 cm wide.
19Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
20Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500 D or more.
21PILE WORK
22Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and 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 etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine 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) 400 mm dia piles
23Vertical 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.
24Single pile upto 50 tonne Safe capacity
25Initial test (Test Load 2.5 times the Safe capacity)
26Routine test (Test Load 1.5 times the Safe capacity)
27Group of two or more piles upto 50 tonne Safe capacity
28Initial test (Test Load 2.5 times the Safe capacity)
29Routine test (Test Load 1.5 times the Safe capacity)
30Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections.
31Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.
32All works upto plinth level
33Concrete of M25 grade with minimum cement content of 330 kg /cum
34(i) R.C.C. work in Footing
35(iii) R.C.C. work in Columns
36All works above plinth level upto floor V level
37Concrete of M25 grade with minimum cement content of 330 kg /cum
38(i) R.C.C. work in Lintel
39(ii) R.C.C. work in Beam
40(iii) R.C.C. work in Columns
41(iv) R.C.C. work in Slab
42Expansion Joint Treatment
43Providing and fixing of expansion joint system related with floor location as per drawings and direction of Engineer-In-Charge. The joints system will be of extruded aluminum base members, self aligning / self centering arrangement and support plates etc. as per ASTM B221-02. The system shall be such that it provides floor to floor /floor to wall expansion control system for various vertical localtion in load application areas that commodates multi directional seismic movement without stress to it"s components. System shall consist of metal profiles with a universal aluminum base member designed to accommodate various project conditions and finish floor treatments. The cover plate shall be designed of width and thickness required to satisfy projects movement and loading requirements and secured to base members by utilizing manufacturer’s pre-engineered self- centering arrangement that freely rotates / moves in all directions. The Self - centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. Provision of Moisture Barrier Membrane in the Joint System to have watertight joint is mandatory requirement all as per the manufactures design and as approved by Engineer -in- Charge. (Material shall confirm to ASTM 6063).
44Floor Joint of 100 mm gap
45Providing and fixing of expansion joint system related with wall joint (internal/ external) location as per drawings and direction of Engineer-In- Charge. The joints shall be of extruded aluminum base members, self aligning / centering arrangement and support plates as per ASTM B221- 02. The material shall be such that it provides an Expansion Joints Systemsuitable for vertical wall to wall/ wall to corner application, both new and existing construction in office Buildings & complexes with no slipping down tendency amongst the components of the Joint System. The Joint System shall utilize light weight aluminum profiles exhibiting minimal exposed aluminum surfaces mechanically snap locking the multicellular to facilitate movement. (Material shall confirm to ASTM 6063).
46Wall Joint of 100 mm gap
47Providing and fixing of expansion joint system of approved make and manufacture for various roof locations as per approved drawings and direction of Engineer-In-Charge. The joints shall be of extruded aluminum base members with, self aligning and self centering arragement support plates as per ASTM B221-02. The system shall be such that it provides water tight roof to roof /roof to corner joint cover expansion control system that is capable of accommodating multidirectional seismic movement without stress to its components. System shall consist of metal profile that incorporates a universal aluminum base member designed to
48accommodate various project conditions and roof treatments. The cover plate shall be designed of width and thickness required to satisfy movement and loading requirements and secured to base members by utilizing manufacturer’s pre-engineered self-centering arrangement that freely rotates / moves in all directions. The Self centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. The Joint System shall resists damage or deterioration from the impact of falling ice, exposure to UV, airborne contaminants and occasional foot traffic from maintenance personnel. Provision of Moisture Barrier Membrane in the Joint System to have water tight joint is mandatory requirement. (Material shall confirm to ASTM 6063.)
49Roof Joint of 100 mm gap
50Masonry Work
51Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level.Cement mortar 1:4 (1 cement :4 coarse sand)
52Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry.
53Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in superstructure above plinth level up to floor V levelin : Cement mortar 1:6 (1 cement : 6 coarse sand)
54Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for seperately).
55Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in foundation and plinth in : Cement mortar 1:6 (1 cement : 6 coarse sand)
56Cladding Work
57Providing 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.
58Granite stone slab colour black, Cherry/Ruby red
59Area of slab upto 0.50 sqm
60Area of slab over 0.50 sqm
61Providing edge moulding to 18mm thick marble stone counters, Vanities etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge.
62Granite work
63Extra for fixing marble /granite stone over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive including cleaning etc. complete.
64Extra for providing opening of required size & shape for wash basins/ kitchen sink in kitchen platform, vanity counters and similar location in marble/Granite/stone work including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete.
65Providing 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.
66Wood and PVC Work
67Providing 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
68Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured).
69Extra for cutting rebate in flush door shutters (Total area of the shutter to be measured).
70Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding.
71Providing and fixing oxidised M.S. casement stays (straight peg type) with necessary screws etc. complete.
72300 mm weighing not less than 200 gms
73250 mm weighing not less than 150 gms
74Providing and fixing aluminium hanging floor door stopper ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete. Twin rubber stopper
75Providing and fixing factory made door frame (single rebate) made out of single piece extruded solid PVC foam profile with homogenous fine cellular structure having smooth outer integral skin having 62 mm width & 32 mm thickness, frame will be mitred & Jointed with self driven self tapping screws of size 38 mm x 4 mm & PVC solvent cement, including fixing the frame to wall with suitable dia & length anchor fastener as per manufacturer"s specification and direction of Engineer-in-charge.
76Providing and fixing PVC rigid foam sheet 1 mm thick on existing door shutters (bathroom and W.C. doors) using synthetic rubber based adhesive.
77Providing 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 : 30 mm thick shutters With ISI marked stainless steel butt hinges of required size Kiln seasoned and chemically treated hollock wood
78Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete. (a) 125 mm.
79Providing & fixing Stainless steel sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc complete. (a) 250mm x 16mm .
80Providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc. complete.
81300 x 10mm
82150 x 10mm
83Steel Work
84Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).
85Providing 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
86Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
87Steel 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.
88Steel 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
89Providing 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.
90Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes.
91Flooring
92Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate
93Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). Medium shade pigment using 50% white cement 50% Grey cement
94Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick
95Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete.
96Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete.
97Providing 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
98Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x600 mm
99Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.
100P & laying cement concrete
101Finishing
10215 mm cement plaster on the rough side of single or half brick wall of mix : 1:6 (1 cement: 6 coarse sand)
10312mm 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. 1:6 (1 cement: 6 coarse sand)
1046 mm cement plaster on celling (a) 1:3(1 cement:3 fine sand)
105Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water thinnable priming coat with cement primer.
106Finishing 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).
107Steel Painting:Applying priming coat:
108With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood)
109With ready mixed red oxide zink chromate primer of approved brand and manufacture on steel galvanised iron/steel works.
110Painting withsynthetic enamel paint of approvedbrandand manufactureto give an even shade: Two or more coats on new work.
111Providing 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.
112Water Proofing
113Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours. b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry.
114Painting 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 :
115With residual type petroleum bitumen of grade VG -10
116Supply & Fixing of Prepainted coloured Trapezoidal or approved profiled Sheeting 1000-1020 mm cover width, 28-30 mm high crests with subtle square fluting in the five pan at nominal 190-255 mm (as approved by EIC) centre-to-centre manufactured out of 0.50 mm TCT hi-tensile prepainted Zincalume /Galvalume steel (AZ-150 gsm. Aluminium –Zinc alloy metallic coating of total both sides 550 MPa yield stress as per AS-1397). Colour/ Exterior coat of RMP 20 micron top coat applied over 5 micron primer and a 5 micron polyester back coat applied over 5 microns primer OR equivalent coating/painting. The sheet shall have wide pans with stiffening ribs for effective water shedding and special male/female ends with full return legs on side laps for purlin support. The male end of the sheet shall have anti-capillary flute at side laps to prevent leakages. The sheet shall be fixed by means of anti corrosive approved make "Rust Shield" (Epoxy Polymer) coated self-drilling self tapping fasteners 12-14 X 55 mm with EPDM seals through crest for roofing and 12-24 X 20 mm through valley (pans) for wall cladding. The sheet shall be supplied in lengths maximum up to 6-12 meter long to suit site dimensions. The scope includes all sealing of joint, curves, edges or other accessories with silicon sealant.
117Providing and filling of AAC Lightweight Broken Blocks sunken portions.
1182.1 MtHt. Boundary Wall
119PLUMBING INTERNAL ESTIMATE ( 0.625 Unit Boys Dormitory with 3 Nos Warden Residence )
120Sub Head– I Sanitary Installation
121Providing 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:.
122White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests.
123Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :
124W.C. pan with ISI marked white solid plastic seat and lid
125Providing and fixing floor mounted, white vitreous china single piece, double traps syphonic water closet of approved brand/make, shape, size and pattern including integrated white vitreous china cistern of capacity 10 litres with dual flushing system, including all fittings and fixtures with seat cover, cistern fittings, nuts, bolts and gasket etc including making connection with the existing P/S trap, complete in all respect as per directions of Engineer-in-Charge.
126Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification anddirection of Engineer-in-charge.
127Providing 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:
128White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps
129Providing and fixingwhite vitreous china wash basin under counter basin, with C.I. concealed type brackets fixed to walls with GI rag bolts or approved fasteners etc., including 32 mm CP brass waste coupling, includingpainting of fittings and brackets, cutting and making good the walls wherever required all complete (Granite counter top will be measured and paid separately under relevent item): as per approved make and decision of engineer-in-charge
130Providing and fixing toilet paper holder :
131C.P. brass
132ProvidingandfixingCPbrassauto closing system basin pillartap / hand washofJaquar PRS - 001 or EquivalentasapprovedbyEngineer-In Charge
133ProvidingandfixingCPbrasssingle lever basin mixerwithout popowith 450mm long braided hose (connection pipe)basin pillartapofJaquar LYR-38001B or EquivalentasapprovedbyEngineer-In Charge.
134Providing and fixing 32mm C.P brass bottle Trap of approved quality & make as per the direction of engineer-in-incharge.
135Providing 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.
136Providing 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 paintingoffittingsandbrackets,cuttingandmakinggoodthewalls wherever required :
137Kitchen sink with drain board
138510x1040 mm bowl depth 250mm
139Kitchen sink without drain board
140610x460 mm bowl depth 200 mm
141Providing and fixing white vitreous china laboratory sink with C.I. brackets, C.P. brass chain with rubber plug, 40 mm C.P brass waste and 40mm C.P. brass trap with necessary C.P. brass unions complete, including painting of fittings and brackets, cutting and making good the wall wherever required :
142Size 450x300x150 mm
143Providing and fixing P.V.C. waste pipe for sinkor wash basin including P.V.C. waste fittings complete.
144Flexible pipe
14540 mm dia
146Providing and fixing soil, waste and vent pipes :
147100 mm dia
148Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905
149Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete.
150100 mm
151Hubless centrifugally cast (spun) iron epoxy coated inside & outside I.S. 15905
152Providing and fixing plain bend of required degree.
153100 mm
154Hubless centrifugally cast (spun) iron pipe epoxy inside & outsideIS: 15905
155Providing and fixing heel rest sanitary bend
156100 mm dia
157Sand cast iron S&S as per IS - 3989
158Providing and fixing double equal plain junction of required degree
159100x100x100x100 mm
160Hubless centrifugally cast (spun) iron pipe epoxy inside & outsideIS: 15905
161Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete.
162100x100x100 mm
163sand cast Iron S&S as per IS: 3989
164Providing and fixing single equal plain junction of required degree
165100x100x100 mm
166Hubless centrifugally cast (spun) iron pipe epoxy inside & outsideIS: 15905
167Providing and fixing terminal guard:
168100 mm
169Hubless centrifugally cast (spun) iron pipe epoxy inside & outsideIS: 15905
170Providingand fixing shielded coupling for Hubless centrifugally cast iron pipes
171100 mm
172S S 304 grade coupling with EPDM rubber gasket
173Providing and fixing M.S. stays and clamps for sand cast iron/centrifugally cast (spun) iron pipes of diameter :
174100 mm
175Painting sand cast iron/ centrifugally cast (spun) iron soil, waste vent pipes and fittings with two coats of synthetic enamel paint of any colour such as chocolate grey, or buff etc. over a coat of primer (of approved quality) for new work :
176100 mm diameter pipe
177Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) including cost of cutting holes and making good the walls etc. :
178100 mm diameter pipe
179Providing and fixing G.I. soil / waste pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.
18032 mm dia. nominal bore
18140 mm dia. nominal bore
18250 mm dia. nominal bore
183Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors :
184100 mm inlet and 100 mm outlet
185Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905
186Cutting holes up to 15 x 15 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 course sand : 4 graded stone aggregate 20 mm nominal size ) , including finishing complete so as to make it leak proof.
187Providing & fixing in position GI 100x50 elbowfloor drainincluding cost of cutting and making good the walls and floors whereverrequired.
188Providingandfixing125mmdiaS/S grating(withorwithouthole)for floor or Nahani trap.
189Providing and fixing soap dish holderfrom wall of standard shape withfittings of approved quality with all complete. Make Jaquar - ACN-1131N & Equivalent
190Providing and fixing soap dispenser with glass bottlefrom wall of standard shape withfittings of approved quality with all complete. Make Jaquar - ACN-1135N & Equivalent
191Providing & fixing600 mm towel rail long stanless steel from wall face with concealedfittings arrangement of approved quality with all complete. Make Jaquar - CAN-1111SM
192Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms.
193Providing 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.
194600 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.
195Making 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.
196Providing 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
197Providing 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.
198Coupler
199110 mm
200Single tee with door
201110x110x110 mm
202Bend 87.5°
203110 mm
204Shoe (Plain)
205110 mm Shoe
206Providing 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.
207110 mm
208Supplying and fixingofHDPE pipe (PE grade 63 - PN-8 ) confirming to IS 14333-1996chemical waste pipes jointed with rubber ring with good quality lubricantwithfittingsinclussive of allnecessaryspecialslike bends, tees, offsets,junctions etc laid under floor/under ceiling/on walls with suitable clamps and specialscuring, necessary chasing, jointing and restoring to original conditions, testing etc. including all other incidental chargesetc.complete for successful completion of work as per specifications, and asdirected by Engineer -in- Charge.
209110 mm outer dia
21050 mm outer dia
211Providing & fixing in position upvc P"or S" trap of self cleaning design offollowingsizesfor the embedded areasMaking proper connection withchemical sealent joint , cutting chase / hole in floors /slabs and bringing the same in proper condition in cement concrete 1:2:4 mix complete as required. including cost of cutting and making good the walls and floors wherever required.
212Providing & Fixingwater cooler wth stainless steel having storage capacity of 80 liter & cooling capacity 60 liter / hour with Reverse osmosis system & ultra voilet membrane TDS reduction 90% having automatic back wash system with filteration unit & all other required accessories complete in all respect as per direction of the engineer in charge .
213Sub Head– II Water Supply
214Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.
215Internal work – Exposed on wall.
21620 mm nominal outer dia Pipes
21725 mm nominal outer dia Pipes
21832 mm nominal outer dia Pipes
21940 mm nominal outer dia Pipes
22050 mm nominal outer dia Pipes
22165 mm nominal outer dia Pipes
22280 mm nominal outer dia Pipes
223Providing 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.
224Concealed including cutting chases and making good the wall etc.
22515 mm nominal outer dia Pipes
22620 mm nominal outer dia Pipes
22725 mm nominal outer dia Pipes
228Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
22920 mm dia. nominal bore
23025 mm dia. nominal bore
23132 mm dia. nominal bore
23240 mm dia. nominal bore
23350 mm dia. nominal bore
234Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :
23525 mm nominal bore
236Providing and fixing hand held ablution fitting (health faucet) with 1.2 meter long flexible tube and wall hook, all complete approved engineer-in-charge
237Supply and fixing of 15mm CP brass 2 -Way Bib Cock with wall flange and suitable length CP brass extension pipe all of approved engineer-in-charge
238Providing 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
239Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms.
24015 mm nominal bore
241Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.
24215 mm nominal bore
243Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931
24415mm nominal bore
245Providing and fixing uplasticised PVC connection pipe with brass unions :
24645 cm length
24715 mm nominal bore
248Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet :
249150 mm diameter
250Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge.
251(a) 15 mm nominal dia
252Providing , Fixing, testing and commissioning of CP Brass 150 mmx 150 mmShower head with wall flange with all accessories as required andmaking good the walls wherever required. ( MAKE-JAQUAR -Model No- OHS-35495 or EQUIVALENT.)
253Supply ,Erection , Testing & Commissioning of Automatic water level control panel & related accessories for pumping automation with consisting of automatic water level controller , level sensor withstainless steel probe, motorized butterfly valve, motorized valve controller with complete in all respect.
254upto 50 mm dia. nominal bore
255SUBHEAD– III Drainage
256Supply and fixing HDPE double wall corrugated ( DWC ) I.S 16098( Part - 2 ) 3013 for soil / waste pipe under ground drainage system withjointed with rubber ring with good quality lubricant for fittings, inclusive of all necessary specials like bends, tees, offsets, junctions, re excavtion and refillig etc complete.
257150 mm diameter
258200 mm diameter
259Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brickmasonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not lessthan 4.50 kg and frame to be not less than 2.70 kg as per standard design :
260180x150 mm size P type
261With fly ash bricks (non modular) bricks of class designation 7.5
262Providingandlayingnon-pressureNP2class(lightduty)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 :
263150 mm dia. R.C.C. pipe
264250 mm dia. R.C.C. pipe
265300 mm dia. R.C.C. pipe
266Constructing brick masonry manholein cement mortar 1:4 (1 cement :4 coarse sand)with RCC top slab with 1:2:4 mix ( 1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size ) , foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 stone aggregate 40 mm nominal size )inside plastering12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation cocreate 1:3:6 mix (1 cement :3 coarse sand : 6 graded stone aggregate 40 mm norminal size),and making necessary channel in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20 mm norminal size) finished with a floating coat of neat cementcomplete as per standard design .
267inside size 90x80 cms and 45 cms deep including CI cover with frame ( light duty ) 455x610 mm internal dimensions total weight of cover & frame to be not less than 38 kg (weight of cover 23 kg & weight of frame 15 kg )
268with common brunt clay FPS ( non modular )bricks of class designation 7.5
269Extra depth formanhole 90x80 cm
270With FPSbricks class designation 7.5
271Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS:1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequeringesides 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 pecifications and having manufacture’s permanent identification mark to be visible even after fixing,including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design.
272Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design :
273With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
274ELECTRICAL Works 0.625BOYS DORMITORY WITH 3 NOS. WARDEN RESIDENCE
275SUB HEAD - I: CIRCUIT CUM POINT WIRING
276SWITCH CONTROL LIGHT POINTS
277Wiring 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.
278Group C
279Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point ( without Independent switch etc.) with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed PVC conduit, and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc as required. (Switch Control Secondary Points)
280Group C
281Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with 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. (Switch Control Primary Points)
282Group C
283Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point (withoutIndependent 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. (Switch Control Secondary Points)
284Group C
285MCB CONTROL LIGHT POINTS
286Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with 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. (Switch Control Primary Points)
287Primary point controlled by one MCB.
288Same as item above but Secondary point. i.e. Points to be looped with Primary pointwith 2.5 sqmm wire and Point wiring
289Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.
290Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required.
2912 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire
2922 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire
2932 X 6 sq. mm + 1 X 6 sq. mm earth wire
2942 x 10 sq. mm + 1 x 10 sq.mm earth wire
2954 X 10 sq. mm + 2 X 6 sq. mm earth wire
2964 X 16 sq. mm + 2 X 6 sq. mm earth wire
297Supplying and fixingsuitable size GI box with modular plate and cover in front on surface or in recess including providing and fixing3 pin 5/6 Amp modular socket outlet and 5/6 A modular switch, connection etc. as required.
298Supply and Wiringfor 250 volts singlephase and neutral 2 Nos 6 amps socket outlate with control by 1 No switched with 2.5 sq.mm PVCinsulatedcopper conductor1100 volts grade stranded flexible FRLS wires inconcealed or surface mounted 25 mm dia 2mm thickPVC conduit including providing and fixing of 6 amps 3 pin switch socket outlet of aprpoved make and design in 2 mm thick GI box with grid plate and earthingofthird pin of the socket with2.5Sq. mm PVC insulated copper conductor strandedflexibleFRLSwire.(maximum four no. of switches socket shall be connected on onecircuit)
299Supplying 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.
300Supplying and fixing 63 A, 415 V, TPN Industrial type socketoutlet, with 4 pole and earth, metal enclosed plug topalongwith 63 A "C" curve, TPMCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket outlet and complete with connections, testing and commissioning etc. as required.
301Supplying and fixing 80 A, 415 V, TPN Industrial type socket outlet, with 4 pole and earth, metal enclosed plug top alongwith 80 A "C" curve, TPMCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket outlet and complete with connections, testing and commissioning etc. as required.
302Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required.
303Supplying & fixing suitable size GI box wih modular plate and cover in front on surface or in recess i/c providing and fixing 25 amp modular socket outlet and 25 Amps modular SP MCB, “C” curve including connection, painting etc. as required. (AC"s & Gysers)
304Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.
305Telephone socket outlet
306Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required.
3071 or 2 Module (75mmX75mm)
3086 module (78mm X 205 mm X 50 mm)
309Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required.
3103 pin , 5/6 amps socket outlet
3115/6 amps switch
312Supplying 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.
31325 mm
31432 mm
315SUBHEAD -II - FITTINGS & FIXTURES
316Supply, Installation, Testing and Commissioning of 10 W Bulk head Light.
317Supply, Installation, Testing and Commissioning of 5W Mirror Light.
318Supply, Installation, Testing and Commissioning of 18W Surface/Recessed Mounted LED circular Downlighter.
319Supply, Installation, Testing and Commissioning of 18/20W Wall/Surface mouted 4 ft. LED
320Supply, Installation, Testing and Commissioning of 15WSurface mountedLED Square Downlighter.
321Supply, Installation, Testing and Commissioning of150 W CHANDELIER
322Supply, Installation, Testing and Commissioning of 12/9WRecessed mountedLED circular Downlighter.
323Supply, Installation, Testing and Commissioning of9W (Nominal)Wall Bracket Light
324Supply, 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 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.
325SupplyInstallation, Testing and Commissioning of 250 mm dia Domestic Exhaust Fan
326SUBHEAD - III - DISTRIBUTION BOARDS
327Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator)
3286 way, Double door
3298 way, Double door
33012 way, Double door
331Supplying and fixing following way, three pole and neutral, sheet steel, MCB distribution board, 415 volts, on surface/ recess complete with tinned copper busbar, neutral busbar, earth bar, din bar, detachable gland plate, interconnections, phosphatized and powder painted including earthing etc. as required. (But without MCB/ RCCB/ Isolator)
3324 way (4 + 12), Double door
3336 way (4 + 18), Double door
3348 way (4 + 24), Double door
335Supplyingand fixingoffollowingwayssurface/recessmounting, 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.)
33612 way (4 + 36), Double door
337Supplying 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.
338Single Pole
339Supplying and fixing following rating, double pole, 240 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.
340Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.
34163 A
342Supplying and fixing following rating, double pole, (single phaseand 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.
34363 A
344Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required.
345SUB HEAD-IV , LIGHTNING CONDUCTOR
346LIGHTNING CONDUCTOR
347Providing and fixing of lightning conductor finial, made of 25 mm dia 300 mm long, G.I. tube, having single prong at top, with 85 mm dia 6 mm thick G.I. base plate including holes etc. complete as required.
348Fixing of lightning conductor finial (single prong) with base plate including holes etc. complete as required.
349Jointing copper / G.I. tape (with another copper/ G I tape, base of the finial or any other metallic object) by riveting / nut bolting/ sweating and soldering etc as required.
350Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required.(For horizontal run)
351Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required.(For vertical run)
352Fixing of copper/ G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required.(For vertical run)
353Providing and fixing testing joint, made of 20 mm X 3 mm thick G.I. strip, 125 mm long, with 4 nos. of G.I. bolts, nuts, chuck nuts and spring washers etc. complete as required.
354Earthing 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. Details of cost for one Set
355Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required.
3560.375 GIRL"S DORMITORY WITH 3 NOS. WARDEN RESIDENCE (G+2)
357Earth Work
358Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil
359Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.
360Supplying and filling in plinth with sand under floors, including watering, ramming,consolidating and dressing complete.
361Excavating, 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.
362Concrete Work
363Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:5:10 (1 cement : 5 coarse sand (zoneIII)derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)
364Providing 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)
365Providing & 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.
366Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand,including necessary excavation,levelling & dressing & finishing the top smooth.
367Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres.With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
368Reinforced Cement Concrete
369Centering and shuttering including strutting, propping etc. and removal of form for all heights :
370Foundations, footings, bases of columns, etc. for mass concrete.
371Suspended floors, roofs, landings, balconies and access platform.
372Lintels, beams, plinth beams, girders, bressumers
373Columns,Pillars, Piers, Abutments, Posts and Struts.
374Edges of slabs and breaks in floors and walls Under 20 cm wide.
375Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
376Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500 D or more.
377PILE WORK
378Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and 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 etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine 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) 400 mm dia piles
379Vertical 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.
380Single pile upto 50 tonne Safe capacity
381Initial test (Test Load 2.5 times the Safe capacity)
382Routine test (Test Load 1.5 times the Safe capacity)
383Group of two or more piles upto 50 tonne Safe capacity
384Initial test (Test Load 2.5 times the Safe capacity)
385Routine test (Test Load 1.5 times the Safe capacity)
386Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections.
387Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.
388All works upto plinth level
389Concrete of M25 grade with minimum cement content of 330 kg /cum
390(i) R.C.C. work in Footing
391(ii) R.C.C. work in Beam
392(iii) R.C.C. work in Columns
393All works above plinth level upto floor V level
394Concrete of M25 grade with minimum cement content of 330 kg /cum
395(i) R.C.C. work in Lintel
396(ii) R.C.C. work in Beam
397(iii) R.C.C. work in Columns
398(iv) R.C.C. work in Slab
399Expansion Joint Treatment
400Providing and fixing of expansion joint system related with floor location as per drawings and direction of Engineer-In-Charge. The joints system will be of extruded aluminum base members, self aligning / self centering arrangement and support plates etc. as per ASTM B221-02. The system shall be such that it provides floor to floor /floor to wall expansion control system for various vertical localtion in load application areas that commodates multi directional seismic movement without stress to it"s components. System shall consist of metal profiles with a universal aluminum base member designed to accommodate various project conditions and finish floor treatments. The cover plate shall be designed of width and thickness required to satisfy projects movement and loading requirements and secured to base members by utilizing manufacturer’s pre-engineered self- centering arrangement that freely rotates / moves in all directions. The Self - centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. Provision of Moisture Barrier Membrane in the Joint System to have watertight joint is mandatory requirement all as per the manufactures design and as approved by Engineer -in- Charge. (Material shall confirm to ASTM 6063).
401Floor Joint of 100 mm gap
402Providing and fixing of expansion joint system related with wall joint (internal/ external) location as per drawings and direction of Engineer-In- Charge. The joints shall be of extruded aluminum base members, self aligning / centering arrangement and support plates as per ASTM B221- 02. The material shall be such that it provides an Expansion Joints Systemsuitable for vertical wall to wall/ wall to corner application, both new and existing construction in office Buildings & complexes with no slipping down tendency amongst the components of the Joint System. The Joint System shall utilize light weight aluminum profiles exhibiting minimal exposed aluminum surfaces mechanically snap locking the multicellular to facilitate movement. (Material shall confirm to ASTM 6063).
403Wall Joint of 100 mm gap
404Providing and fixing of expansion joint system of approved make and manufacture for various roof locations as per approved drawings and direction of Engineer-In-Charge. The joints shall be of extruded aluminum base members with, self aligning and self centering arragement support plates as per ASTM B221-02. The system shall be such that it provides water tight roof to roof /roof to corner joint cover expansion control system that is capable of accommodating multidirectional seismic movement without stress to its components. System shall consist of metal profile that incorporates a universal aluminum base member designed to
405accommodate various project conditions and roof treatments. The cover plate shall be designed of width and thickness required to satisfy movement and loading requirements and secured to base members by utilizing manufacturer’s pre-engineered self-centering arrangement that freely rotates / moves in all directions. The Self centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. The Joint System shall resists damage or deterioration from the impact of falling ice, exposure to UV, airborne contaminants and occasional foot traffic from maintenance personnel. Provision of Moisture Barrier Membrane in the Joint System to have water tight joint is mandatory requirement. (Material shall confirm to ASTM 6063.)
406Roof Joint of 100 mm gap
407Masonry Work
408Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level.Cement mortar 1:4 (1 cement :4 coarse sand)
409Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry.
410Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in superstructure above plinth level up to floor V levelin : Cement mortar 1:6 (1 cement : 6 coarse sand)
411Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for seperately).
412Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in foundation and plinth in : Cement mortar 1:6 (1 cement : 6 coarse sand)
413Cladding Work
414Providing 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.
415Granite stone slab colour black, Cherry/Ruby red
416Area of slab upto 0.50 sqm
417Area of slab over 0.50 sqm
418Providing edge moulding to 18mm thick marble stone counters, Vanities etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge.
419Granite work
420Extra for fixing marble /granite stone over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive including cleaning etc. complete.
421Extra for providing opening of required size & shape for wash basins/ kitchen sink in kitchen platform, vanity counters and similar location in marble/Granite/stone work including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete.
422Providing 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.
423Wood and PVC Work
424Providing 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
425Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured).
426Extra for cutting rebate in flush door shutters (Total area of the shutter to be measured).
427Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding.
428Providing and fixing oxidised M.S. casement stays (straight peg type) with necessary screws etc. complete.
429300 mm weighing not less than 200 gms
430250 mm weighing not less than 150 gms
431Providing and fixing aluminium hanging floor door stopper ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete. Twin rubber stopper
432Providing and fixing PVC rigid foam sheet 1 mm thick on existing door shutters (bathroom and W.C. doors) using synthetic rubber based adhesive.
433Providing 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 : 30 mm thick shutters With ISI marked stainless steel butt hinges of required size Kiln seasoned and chemically treated hollock wood
434Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete. (a) 125 mm.
435Providing & fixing Stainless steel sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc complete. (a) 250mm x 16mm .
436Providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc. complete.
437300 x 10mm
438150 x 10mm
439Steel Work
440Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).
441Providing 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
442Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
443Steel 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.
444Steel 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
445Providing 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.
446Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes.
447Flooring
448Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate
449Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). Medium shade pigment using 50% white cement 50% Grey cement
450Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick
451Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete.
452Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete.
453Providing 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
454Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x600 mm
455Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.
456P & laying cement concrete
457Finishing
45815 mm cement plaster on the rough side of single or half brick wall of mix : 1:6 (1 cement: 6 coarse sand)
45912mm 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. 1:6 (1 cement: 6 coarse sand)
4606 mm cement plaster on celling (a) 1:3(1 cement:3 fine sand)
461Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water thinnable priming coat with cement primer.
462Finishing 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).
463Steel Painting:Applying priming coat:
464With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood)
465With ready mixed red oxide zink chromate primer of approved brand and manufacture on steel galvanised iron/steel works.
466Painting withsynthetic enamel paint of approvedbrandand manufactureto give an even shade: Two or more coats on new work.
467Providing 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.
468Water Proofing
469Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours. b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry.
470Painting 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 :
471With residual type petroleum bitumen of grade VG -10
472Supply & Fixing of Prepainted coloured Trapezoidal or approved profiled Sheeting 1000-1020 mm cover width, 28-30 mm high crests with subtle square fluting in the five pan at nominal 190-255 mm (as approved by EIC) centre-to-centre manufactured out of 0.50 mm TCT hi-tensile prepainted Zincalume /Galvalume steel (AZ-150 gsm. Aluminium –Zinc alloy metallic coating of total both sides 550 MPa yield stress as per AS-1397). Colour/ Exterior coat of RMP 20 micron top coat applied over 5 micron primer and a 5 micron polyester back coat applied over 5 microns primer OR equivalent coating/painting. The sheet shall have wide pans with stiffening ribs for effective water shedding and special male/female ends with full return legs on side laps for purlin support. The male end of the sheet shall have anti-capillary flute at side laps to prevent leakages. The sheet shall be fixed by means of anti corrosive approved make "Rust Shield" (Epoxy Polymer) coated self-drilling self tapping fasteners 12-14 X 55 mm with EPDM seals through crest for roofing and 12-24 X 20 mm through valley (pans) for wall cladding. The sheet shall be supplied in lengths maximum up to 6-12 meter long to suit site dimensions. The scope includes all sealing of joint, curves, edges or other accessories with silicon sealant.
473Providing and filling of AAC Lightweight Broken Blocks sunken portions.
4742.1 MtHt. Boundary Wallwith Concertina Coil
4752.1 MtHt. Boundary Wall
476PLUMBING INTERNAL ESTIMATE ( 0.375 Unit Girls Dormitory with 3 Nos Warden Residence )
477Sub Head– I Sanitary Installation
478Providing 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:.
479White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests.
480Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :
481W.C. pan with ISI marked white solid plastic seat and lid
482Providing and fixing floor mounted, white vitreous china single piece, double traps syphonic water closet of approved brand/make, shape, size and pattern including integrated white vitreous china cistern of capacity 10 litres with dual flushing system, including all fittings and fixtures with seat cover, cistern fittings, nuts, bolts and gasket etc including making connection with the existing P/S trap, complete in all respect as per directions of Engineer-in-Charge.
483Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification anddirection of Engineer-in-charge.
484Providing 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:
485White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps
486Providing and fixingwhite vitreous china wash basin under counter basin, with C.I. concealed type brackets fixed to walls with GI rag bolts or approved fasteners etc., including 32 mm CP brass waste coupling, includingpainting of fittings and brackets, cutting and making good the walls wherever required all complete (Granite counter top will be measured and paid separately under relevent item): as per approved make and decision of engineer-in-charge
487Providing and fixing toilet paper holder :
488C.P. brass
489ProvidingandfixingCPbrassauto closing system basin pillartap / hand washofJaquar PRS - 001 or EquivalentasapprovedbyEngineer-In Charge
490ProvidingandfixingCPbrasssingle lever basin mixerwithout popowith 450mm long braided hose (connection pipe)basin pillartapofJaquar LYR-38001B or EquivalentasapprovedbyEngineer-In Charge.
491Providing and fixing 32mm C.P brass bottle Trap of approved quality & make as per the direction of engineer-in-incharge.
492Providing 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.
493Providing 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 paintingoffittingsandbrackets,cuttingandmakinggoodthewalls wherever required :
494Kitchen sink with drain board
495510x1040 mm bowl depth 250mm
496Kitchen sink without drain board
497610x460 mm bowl depth 200 mm
498Providing and fixing white vitreous china laboratory sink with C.I. brackets, C.P. brass chain with rubber plug, 40 mm C.P brass waste and 40mm C.P. brass trap with necessary C.P. brass unions complete, including painting of fittings and brackets, cutting and making good the wall wherever required :
499Size 450x300x150 mm
500Providing and fixing P.V.C. waste pipe for sinkor wash basin including P.V.C. waste fittings complete.
501Flexible pipe
50240 mm dia
503Providing and fixing soil, waste and vent pipes :
504100 mm dia
505Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905
506Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete.
507100 mm
508Hubless centrifugally cast (spun) iron epoxy coated inside & outside I.S. 15905
509Providing and fixing plain bend of required degree.
510100 mm
511Hubless centrifugally cast (spun) iron pipe epoxy inside & outsideIS: 15905
512Providing and fixing heel rest sanitary bend
513100 mm dia
514Sand cast iron S&S as per IS - 3989
515Providing and fixing double equal plain junction of required degree
516100x100x100x100 mm
517Hubless centrifugally cast (spun) iron pipe epoxy inside & outsideIS: 15905
518Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete.
519100x100x100 mm
520sand cast Iron S&S as per IS: 3989
521Providing and fixing single equal plain junction of required degree
522100x100x100 mm
523Hubless centrifugally cast (spun) iron pipe epoxy inside & outsideIS: 15905
524Providing and fixing terminal guard:
525100 mm
526Hubless centrifugally cast (spun) iron pipe epoxy inside & outsideIS: 15905
527Providingand fixing shielded coupling for Hubless centrifugally cast iron pipes
528100 mm
529S S 304 grade coupling with EPDM rubber gasket
530Providing and fixing M.S. stays and clamps for sand cast iron/centrifugally cast (spun) iron pipes of diameter :
531100 mm
532Painting sand cast iron/ centrifugally cast (spun) iron soil, waste vent pipes and fittings with two coats of synthetic enamel paint of any colour such as chocolate grey, or buff etc. over a coat of primer (of approved quality) for new work :
533100 mm diameter pipe
534Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) including cost of cutting holes and making good the walls etc. :
535100 mm diameter pipe
536Providing and fixing G.I. soil / waste pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.
53732 mm dia. nominal bore
53840 mm dia. nominal bore
53950 mm dia. nominal bore
540Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors :
541100 mm inlet and 100 mm outlet
542Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905
543Cutting holes up to 15 x 15 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 course sand : 4 graded stone aggregate 20 mm nominal size ) , including finishing complete so as to make it leak proof.
544Providing & fixing in position GI 100x50 elbowfloor drainincluding cost of cutting and making good the walls and floors whereverrequired.
545Providingandfixing125mmdiaS/S grating(withorwithouthole)for floor or Nahani trap.
546Providing and fixing soap dispenser with glass bottlefrom wall of standard shape withfittings of approved quality with all complete. Make Jaquar - ACN-1135N & Equivalent
547Providing & fixing600 mm towel rail long stanless steel from wall face with concealedfittings arrangement of approved quality with all complete. Make Jaquar - CAN-1111SM
548Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms.
549Providing 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.
550600 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.
551Making 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.
552Providing 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.
553Providing 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.
554Coupler
555110 mm
556Single tee with door
557110x110x110 mm
558Bend 87.5°
559110 mm
560Shoe (Plain)
561110 mm Shoe
562Providing 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.
563110 mm
564Supplying and fixingofHDPE pipe (PE grade 63 - PN-8 ) confirming to IS 14333-1996chemical waste pipes jointed with rubber ring with good quality lubricantwithfittingsinclussive of allnecessaryspecialslike bends, tees, offsets,junctions etc laid under floor/under ceiling/on walls with suitable clamps and specialscuring, necessary chasing, jointing and restoring to original conditions, testing etc. including all other incidental chargesetc.complete for successful completion of work as per specifications, and asdirected by Engineer -in- Charge.
565110 mm outer dia
56650 mm outer dia
567Providing & fixing in position upvc P"or S" trap of self cleaning design offollowingsizesfor the embedded areasMaking proper connection withchemical sealent joint , cutting chase / hole in floors /slabs and bringing the same in proper condition in cement concrete 1:2:4 mix complete as required. including cost of cutting and making good the walls and floors wherever required.
568Providing & Fixingwater cooler wth stainless steel having storage capacity of 80 liter & cooling capacity 60 liter / hour with Reverse osmosis system & ultra voilet membrane TDS reduction 90% having automatic back wash system with filteration unit & all other required accessories complete in all respect as per direction of the engineer in charge .
569Sub Head– II Water Supply
570Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.
571Internal work – Exposed on wall.
57220 mm nominal outer dia Pipes
57325 mm nominal outer dia Pipes
57432 mm nominal outer dia Pipes
57540 mm nominal outer dia Pipes
57650 mm nominal outer dia Pipes
57765 mm nominal outer dia Pipes
57880 mm nominal outer dia Pipes
579Providing 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.
580Concealed including cutting chases and making good the wall etc.
58115 mm nominal outer dia Pipes
58220 mm nominal outer dia Pipes
58325 mm nominal outer dia Pipes
584Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
58520 mm dia. nominal bore
58625 mm dia. nominal bore
58732 mm dia. nominal bore
58840 mm dia. nominal bore
58950 mm dia. nominal bore
590Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :
59125 mm nominal bore
592Providing and fixing hand held ablution fitting (health faucet) with 1.2 meter long flexible tube and wall hook, all complete approved engineer-in-charge
593Supply and fixing of 15mm CP brass 2 -Way Bib Cock with wall flange and suitable length CP brass extension pipe all of approved engineer-in-charge
594Providing 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
595Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms.
59615 mm nominal bore
597Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.
59815 mm nominal bore
599Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931
60015mm nominal bore
601Providing and fixing uplasticised PVC connection pipe with brass unions :
60245 cm length
60315 mm nominal bore
604Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet :
605150 mm diameter
606Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge.
607(a) 15 mm nominal dia
608Providing , Fixing, testing and commissioning of CP Brass 150 mmx 150 mmShower head with wall flange with all accessories as required andmaking good the walls wherever required. ( MAKE-JAQUAR -Model No- OHS-35495 or EQUIVALENT.)
609Supply ,Erection , Testing & Commissioning of Automatic water level control panel & related accessories for pumping automation with consisting of automatic water level controller , level sensor withstainless steel probe, motorized butterfly valve, motorized valve controller with complete in all respect.
610upto 50 mm dia. nominal bore
611SUBHEAD– III Drainage
612Supply and fixing HDPE double wall corrugated ( DWC ) I.S 16098( Part - 2 ) 3013 for soil / waste pipe under ground drainage system withjointed with rubber ring with good quality lubricant for fittings, inclusive of all necessary specials like bends, tees, offsets, junctions, re excavtion and refillig etc complete.
613150 mm diameter
614200 mm diameter
615Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brickmasonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not lessthan 4.50 kg and frame to be not less than 2.70 kg as per standard design :
616180x150 mm size P type
617With fly ash bricks (non modular) bricks of class designation 7.5
618Providingandlayingnon-pressureNP2class(lightduty)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 :
619150 mm dia. R.C.C. pipe
620250 mm dia. R.C.C. pipe
621300 mm dia. R.C.C. pipe
622Constructing brick masonry manholein cement mortar 1:4 (1 cement :4 coarse sand)with RCC top slab with 1:2:4 mix ( 1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size ) , foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 stone aggregate 40 mm nominal size )inside plastering12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation cocreate 1:3:6 mix (1 cement :3 coarse sand : 6 graded stone aggregate 40 mm norminal size),and making necessary channel in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20 mm norminal size) finished with a floating coat of neat cementcomplete as per standard design .
623inside size 90x80 cms and 45 cms deep including CI cover with frame ( light duty ) 455x610 mm internal dimensions total weight of cover & frame to be not less than 38 kg (weight of cover 23 kg & weight of frame 15 kg )
624with common brunt clay FPS ( non modular )bricks of class designation 7.5
625Extra depth formanhole 90x80 cm
626With FPSbricks class designation 7.5
627Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS:1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequeringesides 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 pecifications and having manufacture’s permanent identification mark to be visible even after fixing,including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design.
628Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design :
629With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
630ELECTRICAL Works 0.375 GIRLS DORMITORY WITH 3 NOS. WARDEN RESIDENCE
631SUB HEAD - I: CIRCUIT CUM POINT WIRING
632SWITCH CONTROL LIGHT POINTS
633Wiring 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.
634Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point ( without Independent switch etc.) with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed PVC conduit, and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc as required. (Switch Control Secondary Points)
635Group C
636Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with 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. (Switch Control Primary Points)
637Group C
638Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point (withoutIndependent 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. (Switch Control Secondary Points)
639Group C
640MCB CONTROL LIGHT POINTS
641Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with 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. (Switch Control Primary Points)
642Primary point controlled by one MCB.
643Same as item above but Secondary point. i.e. Points to be looped with Primary pointwith 2.5 sqmm wire and Point wiring
644Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.
645Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required.
6462 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire
6472 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire
6482 X 6 sq. mm + 1 X 6 sq. mm earth wire
6492 x 10 sq. mm + 1 x 10 sq.mm earth wire
6504 X 10 sq. mm + 2 X 6 sq. mm earth wire
6514 X 16 sq. mm + 2 X 6 sq. mm earth wire
652Supplying and fixingsuitable size GI box with modular plate and cover in front on surface or in recess including providing and fixing3 pin 5/6 Amp modular socket outlet and 5/6 A modular switch, connection etc. as required.
653Supply and Wiringfor 250 volts singlephase and neutral 2 Nos 6 amps socket outlate with control by 1 No switched with 2.5 sq.mm PVCinsulatedcopper conductor1100 volts grade stranded flexible FRLS wires inconcealed or surface mounted 25 mm dia 2mm thickPVC conduit including providing and fixing of 6 amps 3 pin switch socket outlet of aprpoved make and design in 2 mm thick GI box with grid plate and earthingofthird pin of the socket with2.5Sq. mm PVC insulated copper conductor strandedflexibleFRLSwire.(maximum four no. of switches socket shall be connected on onecircuit)
654Supplying 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.
655Supplying and fixing 63 A, 415 V, TPN Industrial type socketoutlet, with 4 pole and earth, metal enclosed plug topalongwith 63 A "C" curve, TPMCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket outlet and complete with connections, testing and commissioning etc. as required.
656Supplying and fixing 80 A, 415 V, TPN Industrial type socket outlet, with 4 pole and earth, metal enclosed plug top alongwith 80 A "C" curve, TPMCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket outlet and complete with connections, testing and commissioning etc. as required.
657Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required.
658Supplying & fixing suitable size GI box wih modular plate and cover in front on surface or in recess i/c providing and fixing 25 amp modular socket outlet and 25 Amps modular SP MCB, “C” curve including connection, painting etc. as required. (AC"s & Gysers)
659Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.
660Telephone socket outlet
661Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required.
6621 or 2 Module (75mmX75mm)
6636 module (78mm X 205 mm X 50 mm)
664Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required.
6653 pin , 5/6 amps socket outlet
6665/6 amps switch
667Supplying 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.
66825 mm
66932 mm
670SUBHEAD -II - FITTINGS & FIXTURES
671Supply, Installation, Testing and Commissioning of 10 W Bulk head Light.
672Supply, Installation, Testing and Commissioning of 5W Mirror Light.
673Supply, Installation, Testing and Commissioning of 18W Surface/Recessed Mounted LED circular Downlighter.
674Supply, Installation, Testing and Commissioning of 18/20W Wall/Surface mouted 4 ft. LED
675Supply, Installation, Testing and Commissioning of 15WSurface mountedLED Square Downlighter.
676Supply, Installation, Testing and Commissioning of150 W CHANDELIER
677Supply, Installation, Testing and Commissioning of 12/9WRecessed mountedLED circular Downlighter.
678Supply, Installation, Testing and Commissioning of9W (Nominal)Wall Bracket Light
679Supply, 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 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.
680SupplyInstallation, Testing and Commissioning of 250 mm dia Domestic Exhaust Fan
681SUBHEAD - III - DISTRIBUTION BOARDS
682Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator)
6836 way, Double door
6848 way, Double door
68512 way, Double door
686Supplying and fixing following way, three pole and neutral, sheet steel, MCB distribution board, 415 volts, on surface/ recess complete with tinned copper busbar, neutral busbar, earth bar, din bar, detachable gland plate, interconnections, phosphatized and powder painted including earthing etc. as required. (But without MCB/ RCCB/ Isolator)
6874 way (4 + 12), Double door
6886 way (4 + 18), Double door
6898 way (4 + 24), Double door
690Supplyingand fixingoffollowingwayssurface/recessmounting, 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.)
69112 way (4 + 36), Double door
692Supplying 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.
693Single Pole
694Single Pole Neutral
695Supplying and fixing following rating, double pole, 240 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.
69640 A
69763 A
698Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.
69925 A
70040 A
70163 A
702Supplying and fixing following rating, double pole, (single phaseand 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.
70325 A
70440 A
70563 A
706Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required.
707SUB HEAD-IV , LIGHTNING CONDUCTOR
708LIGHTNING CONDUCTOR
709Providing and fixing of lightning conductor finial, made of 25 mm dia 300 mm long, G.I. tube, having single prong at top, with 85 mm dia 6 mm thick G.I. base plate including holes etc. complete as required.
710Fixing of lightning conductor finial (single prong) with base plate including holes etc. complete as required.
711Jointing copper / G.I. tape (with another copper/ G I tape, base of the finial or any other metallic object) by riveting / nut bolting/ sweating and soldering etc as required.
712Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required.(For horizontal run)
713Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required.(For vertical run)
714Fixing of copper/ G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required.(For vertical run)
715Providing and fixing testing joint, made of 20 mm X 3 mm thick G.I. strip, 125 mm long, with 4 nos. of G.I. bolts, nuts, chuck nuts and spring washers etc. complete as required.
716Earthing 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. Details of cost for one Set
717Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required.
718[ TYPE-4 VICE PRINCIPAL RESIDENCE+GUEST HOUSE ]
719Earth Work
720Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
721All kinds of soil
722Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.
723Supplying and filling in plinth with sand under floors, including watering, ramming,consolidating and dressing complete.
724Excavating, 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.
725Concrete Work
726Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:5:10 (1 cement : 5 coarse sand (zoneIII)derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)
727Providing 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)
728Providing & 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.
729Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand,including necessary excavation,levelling & dressing & finishing the top smooth.
730Brick edging in full brick width and half brick depth including excavation refilling and disposal of surplus earth lead upto 50 metres. With common burnt clayF.P.S.(non modulur)bricks of class designation 75
731Reinforced Cement Concrete
732Centering and shuttering including strutting, propping etc. and removal of form for all heights :
733Foundations, footings, bases of columns, etc. for mass concrete.
734Suspended floors, roofs, landings, balconies and access platform.
735Lintels, beams, plinth beams, girders, bressumers
736Columns,Pillars, Piers, Abutments, Posts and Struts.
737Edges of slabs and breaks in floors and walls Under 20 cm wide.
738Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
739Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500 D or more.
740PILE WORK
741Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and 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 etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine 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) 400 mm dia piles
742Vertical 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.
743Single pile upto 50 tonne Safe capacity
744Initial test (Test Load 2.5 times the Safe capacity)
745Routine test (Test Load 1.5 times the Safe capacity)
746Group of two or more piles upto 50 tonne Safe capacity
747Initial test (Test Load 2.5 times the Safe capacity)
748Routine test (Test Load 1.5 times the Safe capacity)
749Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections.
750Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.
751All works upto plinth level
752Concrete of M25 grade with minimum cement content of 330 kg /cum
753(i) R.C.C. work in Footing
754(ii) R.C.C. work in Beam
755(iii) R.C.C. work in Columns
756All works above plinth level upto floor V level
757Concrete of M25 grade with minimum cement content of 330 kg /cum
758(i) R.C.C. work in Lintel
759(ii) R.C.C. work in Beam
760(iii) R.C.C. work in Columns
761(iv) R.C.C. work in Slab
762Masonry Work
763Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in : cement mortar 1:4 (1 cement : 4 coarse sand)
764Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry.
765Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in superstructure above plinth level up to floor V levelin :
766Cement mortar 1:6 (1 cement : 6 coarse sand)
767Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for seperately).
768Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in foundation and plinth in : Cement mortar 1:6 (1 cement : 6 coarse sand)
769Cladding Work
770Providing 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.
771Granite stone slab colour black, Cherry/Ruby red
772Area of slab upto 0.50 sqm
773Area of slab over 0.50 sqm
774Providing edge moulding to 18mm thick marble stone counters, Vanities etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge.
775Granite work
776Extra for fixing marble /granite stone over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive including cleaning etc. complete.
777Extra for providing opening of required size & shape for wash basins/ kitchen sink in kitchen platform, vanity counters and similar location in marble/Granite/stone work including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete.
778Providing 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.
779Wood and PVC Work
780Providing 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
781Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured).
782Extra for cutting rebate in flush door shutters (Total area of the shutter to be measured).
783P/F curtain rods of 1.25mm thick chromium plated brass plate, with two chromium plated brass brackets fixed with C.P. brass screws and wooden plugs etc. wherever necessary complete (a) 25 mm dia.
784Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding.
785Providing and fixing oxidised M.S. casement stays (straight peg type) with necessary screws etc. complete.
786300 mm weighing not less than 200 gms
787250 mm weighing not less than 150 gms
788Providing and fixing aluminium hanging floor door stopper ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete. Twin rubber stopper
789Providing and fixing factory made door frame (single rebate) made out of single piece extruded solid PVC foam profile with homogenous fine cellular structure having smooth outer integral skin having 62 mm width & 32 mm thickness, frame will be mitred & Jointed with self driven self tapping screws of size 38 mm x 4 mm & PVC solvent cement, including fixing the frame to wall with suitable dia & length anchor fastener as per manufacturer"s specification and direction of Engineer-in-charge.
790Providing and fixing PVC rigid foam sheet 1 mm thick on existing door shutters (bathroom and W.C. doors) using synthetic rubber based adhesive.
791Providing & Fixing decorative high pressure laminated sheet of plain / wood grain in gloss / matt/ suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 Type S, including cost of adhesive of approved quality. 1.0 mm thick
792Providing 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 : 30 mm thick shutters With ISI marked stainless steel butt hinges of required size, Kiln seasoned and chemically treated hollock wood
793Providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.50 mm all complete.With 12 mm mild steel U beading
794Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete. (a) 125 mm.
795Providing & fixing Stainless steel sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc complete. (a) 250mm x 16mm .
796Providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc. complete.
797300 x 10mm
798150 x 10mm
799Providing and fixing 6mm thick both sides Pre-laminated cement bonded wood particle board as per IS : 15786:2008 of approved brand and shade with suitable full threaded steel screws etc. on the backing of racks, drawer, cupboard, kitchen cabinet under kitchen counter etc. all complete as per direction of Engineer in-charge.
800Providing and fixing cupboard shutter with 19mm thick one side decorative and other side balancing lamination factory pressed BWP grade marine ply as per IS 710 of approved brand including 2mm thick PVC edge banding tape with hot glue by edge bending machine etc. with auto closing spring loaded hinges (hydraulic type) etc. complete as per direction of Engineer in-charge.(Payment of providing and fixing auto closing hinges shall be paid separately)
801Providing and fixing 19mm thick both side balancing lamination factory pressed BWP grade marine ply as per IS 710 of approved brand boxes,shelves,racks,almirah, cupboard and drawer etc. including necessary nails,screws etc. complete as per direction of Engineer-in-charge.
802Providing and fixing stainless steel fancy handle of approved make fixed with SS screws etc. complete as per direction of Engineer-in-charge. 200 mm
803Providing and fixing stainless steel fancy handle of approved make fixed with SS screws etc. complete as per direction of Engineer-in-charge. 100 mm for Kitchen Cabinets
804Providing and fixing stainless steel soft closing spring hinges at 0 degree hinges (hydraulic type) of approved make/brand to cupboard shutters with full threaded steel screws including making necessary recess in board and finished etc. complete as perdirection of Engineer-in-charge
805Providing and fixing stainless steel soft closing heavy type telescopic drawer channels of approved make 500 mm long with screws etc. complete as per directions of Engineer- in-charge
806SS Hanging Rod for CB
807Providing and fixing 25 mm dia. SS pipe Hanging rods with SS brackets :
808Steel Work
809Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).
810Providing 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
811Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
812Steel 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.
813Steel 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
814Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes.
815Flooring
816Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick
817Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete.
818Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily.Glazed Vitrified tiles Matt/Antiskid finish of size Size of Tile 600 x 600 mm
819Providing 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.
820Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x600 mm
821ROOFING
822Painting 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 :
823With residual type petroleum bitumen of grade VG -10
824Supply & Fixing of Prepainted coloured Trapezoidal or approved profiled Sheeting 1000-1020 mm cover width, 28-30 mm high crests with subtle square fluting in the five pan at nominal 190-255 mm (as approved by EIC) centre-to-centre manufactured out of 0.50 mm TCT hi-tensile prepainted Zincalume /Galvalume steel (AZ-150 gsm. Aluminium –Zinc alloy metallic coating of total both sides 550 MPa yield stress as per AS-1397). Colour/ Exterior coat of RMP 20 micron top coat applied over 5 micron primer and a 5 micron polyester back coat applied over 5 microns primer OR equivalent coating/painting. The sheet shall have wide pans with stiffening ribs for effective water shedding and special male/female ends with full return legs on side laps for purlin support. The male end of the sheet shall have anti-capillary flute at side laps to prevent leakages. The sheet shall be fixed by means of anti corrosive approved make "Rust Shield" (Epoxy Polymer) coated self-drilling self tapping fasteners 12-14 X 55 mm with EPDM seals through crest for roofing and 12-24 X 20 mm through valley (pans) for wall cladding. The sheet shall be supplied in lengths maximum up to 6-12 meter long to suit site dimensions. The scope includes all sealing of joint, curves, edges or other accessories with silicon sealant.
825Finishing
82612mm 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. 1:6 (1 cement: 6 coarse sand)
82715 mm cement plaster on the rough side of single or half brick wall of mix : 1:6 (1 cement: 6 coarse sand)
8286 mm cement plaster on celling (a) 1:3(1 cement:3 fine sand)
829Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water thinnable priming coat with cement primer.
830Finishing 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).
831Applying priming coat:
832With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood)
833With ready mixed red oxide zink chromate primer of approved brand and manufacture on steel galvanised iron/steel works.
834Painting withsynthetic enamel paint of approvedbrandand manufactureto give an even shade:
835Two or more coats on new work.
836Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade : Two or more coats on new work
837Providing 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.
838PLUMBING INTERNAL ESTIMATE (Vice Principal& Guest House Residence)
839Sub Head– I Sanitary Installation
840Providing 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:.
841White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests.
842Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :
843W.C. pan with ISI marked white solid plastic seat and lid
844Providing and fixing floor mounted, white vitreous china single piece, double traps syphonic water closet of approved brand/make, shape, size and pattern including integrated white vitreous china cistern of capacity 10 litres with dual flushing system, including all fittings and fixtures with seat cover, cistern fittings, nuts, bolts and gasket etc including making connection with the existing P/S trap, complete in all respect as per directions of Engineer-in-Charge.
845Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification anddirection of Engineer-in-charge.
846Providing 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:
847White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps
848Providing and fixingwhite vitreous china wash basin under counter basin, with C.I. concealed type brackets fixed to walls with GI rag bolts or approved fasteners etc., including 32 mm CP brass waste coupling, includingpainting of fittings and brackets, cutting and making good the walls wherever required all complete (Granite counter top will be measured and paid separately under relevent item): as per approved make and decision of engineer-in-charge
849Providing and fixing toilet paper holder :
850C.P. brass
851ProvidingandfixingCPbrassauto closing system basin pillartap / hand washo asapprovedbyEngineer-In Charge
852ProvidingandfixingCPbrasssingle lever basin mixerwithout popowith 450mm long braided hose (connection pipe)basin pillartapofJaquar LYR-38001B or EquivalentasapprovedbyEngineer-In Charge.
853Providing and fixing 32mm C.P brass bottle Trap of approved quality & make as per the direction of engineer-in-incharge.
854Providing 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.
855Providing 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 paintingoffittingsandbrackets,cuttingandmakinggoodthewalls wherever required :
856Kitchen sink with drain board
857510x1040 mm bowl depth 250mm
858Applying priming coat:
859610x460 mm bowl depth 200 mm
860Providing and fixing white vitreous china laboratory sink with C.I. brackets, C.P. brass chain with rubber plug, 40 mm C.P brass waste and 40mm C.P. brass trap with necessary C.P. brass unions complete, including painting of fittings and brackets, cutting and making good the wall wherever required :
861Size 450x300x150 mm
862Providing and fixing P.V.C. waste pipe for sinkor wash basin including P.V.C. waste fittings complete.
863Flexible pipe
86440 mm dia
865Providing and fixing soil, waste and vent pipes :
866100 mm dia
867Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905
868Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete.
869100 mm
870Hubless centrifugally cast (spun) iron epoxy coated inside & outside I.S. 15905
871Providing and fixing plain bend of required degree.
872100 mm
873Hubless centrifugally cast (spun) iron pipe epoxy inside & outsideIS: 15905
874Providing and fixing heel rest sanitary bend
875100 mm dia
876Sand cast iron S&S as per IS - 3989
877Providing and fixing double equal plain junction of required degree
878100x100x100x100 mm
879Hubless centrifugally cast (spun) iron pipe epoxy inside & outsideIS: 15905
880Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete.
881100x100x100 mm
882sand cast Iron S&S as per IS: 3989
883Providing and fixing single equal plain junction of required degree
884100x100x100 mm
885Hubless centrifugally cast (spun) iron pipe epoxy inside & outsideIS: 15905
886Providing and fixing terminal guard:
887100 mm
888Hubless centrifugally cast (spun) iron pipe epoxy inside & outsideIS: 15905
889Providingand fixing shielded coupling for Hubless centrifugally cast iron pipes
890100 mm
891S S 304 grade coupling with EPDM rubber gasket
892Providing and fixing M.S. stays and clamps for sand cast iron/centrifugally cast (spun) iron pipes of diameter :
893100 mm
894Painting sand cast iron/ centrifugally cast (spun) iron soil, waste vent pipes and fittings with two coats of synthetic enamel paint of any colour such as chocolate grey, or buff etc. over a coat of primer (of approved quality) for new work :
895100 mm diameter pipe
896Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) including cost of cutting holes and making good the walls etc. :
897100 mm diameter pipe
898Providing and fixing G.I. soil / waste pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.
89932 mm dia. nominal bore
90040 mm dia. nominal bore
90150 mm dia. nominal bore
902Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors :
903100 mm inlet and 100 mm outlet
904Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905
905Cutting holes up to 15 x 15 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 course sand : 4 graded stone aggregate 20 mm nominal size ) , including finishing complete so as to make it leak proof.
906Providing & fixing in position GI 100x50 elbowfloor drainincluding cost of cutting and making good the walls and floors whereverrequired.
907Providingandfixing125mmdiaS/S grating(withorwithouthole)for floor or Nahani trap.
908Providing and fixing soap dish holderfrom wall of standard shape withfittings of approved quality with all complete. Make Jaquar - ACN-1131N & Equivalent
909Providing and fixing soap dispenser with glass bottlefrom wall of standard shape withfittings of approved quality with all complete. Make Jaquar - ACN-1135N & Equivalent
910Providing & fixing600 mm towel rail long stanless steel from wall face with concealedfittings arrangement of approved quality with all complete. Make Jaquar - CAN-1111SM
911Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms.
912Providing 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.
913600 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.
914Making 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.
915Providing 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.
916Providing 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.
917Coupler
918110 mm
919Single tee with door
920110x110x110 mm
921Bend 87.5°
922110 mm
923Shoe (Plain)
924110 mm Shoe
925Providing 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.
926110 mm
927Supplying and fixingofHDPE pipe (PE grade 63 - PN-8 ) confirming to IS 14333-1996chemical waste pipes jointed with rubber ring with good quality lubricantwithfittingsinclussive of allnecessaryspecialslike bends, tees, offsets,junctions etc laid under floor/under ceiling/on walls with suitable clamps and specialscuring, necessary chasing, jointing and restoring to original conditions, testing etc. including all other incidental chargesetc.complete for successful completion of work as per specifications, and asdirected by Engineer -in- Charge.
928110 mm outer dia
92950 mm outer dia
930Providing & fixing in position upvc P"or S" trap of self cleaning design offollowingsizesfor the embedded areasMaking proper connection withchemical sealent joint , cutting chase / hole in floors /slabs and bringing the same in proper condition in cement concrete 1:2:4 mix complete as required. including cost of cutting and making good the walls and floors wherever required.
931Providing & Fixingwater cooler wth stainless steel having storage capacity of 80 liter & cooling capacity 60 liter / hour with Reverse osmosis system & ultra voilet membrane TDS reduction 90% having automatic back wash system with filteration unit & all other required accessories complete in all respect as per direction of the engineer in charge .
932Sub Head– II Water Supply
933Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.
934Internal work – Exposed on wall.
93520 mm nominal outer dia Pipes
93625 mm nominal outer dia Pipes
93732 mm nominal outer dia Pipes
93840 mm nominal outer dia Pipes
93950 mm nominal outer dia Pipes
94065 mm nominal outer dia Pipes
94180 mm nominal outer dia Pipes
942Providing 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.
943Concealed including cutting chases and making good the wall etc.
94415 mm nominal outer dia Pipes
94520 mm nominal outer dia Pipes
94625 mm nominal outer dia Pipes
947Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
94820 mm dia. nominal bore
94925 mm dia. nominal bore
95032 mm dia. nominal bore
95140 mm dia. nominal bore
95250 mm dia. nominal bore
953Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :
95425 mm nominal bore
955Providing and fixing hand held ablution fitting (health faucet) with 1.2 meter long flexible tube and wall hook, all complete approved engineer-in-charge
956Supply and fixing of 15mm CP brass 2 -Way Bib Cock with wall flange and suitable length CP brass extension pipe all of approved engineer-in-charge
957Providing 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
958Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms.
95915 mm nominal bore
960Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.
96115 mm nominal bore
962Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931
96315mm nominal bore
964Providing and fixing uplasticised PVC connection pipe with brass unions :
96545 cm length
96615 mm nominal bore
967Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet :
968150 mm diameter
969Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge.
970(a) 15 mm nominal dia
971Providing , Fixing, testing and commissioning of CP Brass 150 mmx 150 mmShower head with wall flange with all accessories as required andmaking good the walls wherever required. ( MAKE-JAQUAR -Model No- OHS-35495 or EQUIVALENT.)
972Supply ,Erection , Testing & Commissioning of Automatic water level control panel & related accessories for pumping automation with consisting of automatic water level controller , level sensor withstainless steel probe, motorized butterfly valve, motorized valve controller with complete in all respect.
973SUBHEAD– III Drainage
974Supply and fixing HDPE double wall corrugated ( DWC ) I.S 16098( Part - 2 ) 3013 for soil / waste pipe under ground drainage system withjointed with rubber ring with good quality lubricant for fittings, inclusive of all necessary specials like bends, tees, offsets, junctions, re excavtion and refillig etc complete.
975150 mm diameter
976200 mm diameter
977Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brickmasonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not lessthan 4.50 kg and frame to be not less than 2.70 kg as per standard design :
978180x150 mm size P type
979With fly ash bricks (non modular) bricks of class designation 7.5
980Providingandlayingnon-pressureNP2class(lightduty)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 :
981150 mm dia. R.C.C. pipe
982250 mm dia. R.C.C. pipe
983300 mm dia. R.C.C. pipe
984Constructing brick masonry manholein cement mortar 1:4 (1 cement :4 coarse sand)with RCC top slab with 1:2:4 mix ( 1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size ) , foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 stone aggregate 40 mm nominal size )inside plastering12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation cocreate 1:3:6 mix (1 cement :3 coarse sand : 6 graded stone aggregate 40 mm norminal size),and making necessary channel in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20 mm norminal size) finished with a floating coat of neat cementcomplete as per standard design .
985inside size 90x80 cms and 45 cms deep including CI cover with frame ( light duty ) 455x610 mm internal dimensions total weight of cover & frame to be not less than 38 kg (weight of cover 23 kg & weight of frame 15 kg )
986with common brunt clay FPS ( non modular )bricks of class designation 7.5
987Extra depth formanhole 90x80 cm
988With FPSbricks class designation 7.5
989Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS:1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequeringesides 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 pecifications and having manufacture’s permanent identification mark to be visible even after fixing,including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design.
990Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design :
991With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
992ELECTRICAL Works (VICE PRINCIPAL & GUEST HOUSE)
993SUB HEAD - I: CIRCUIT CUM POINT WIRING
994SWITCH CONTROL LIGHT POINTS
995Wiring 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.
996Group C
997Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point ( without Independent switch etc.) with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed PVC conduit, and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc as required. (Switch Control Secondary Points)
998Group C
999Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with 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. (Switch Control Primary Points)
1000Group C
1001Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point (withoutIndependent 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. (Switch Control Secondary Points)
1002Group C
1003MCB CONTROL LIGHT POINTS
1004Wiring 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 FRLS PVC, 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. (Switch Control Primary Points)
1005Primary point controlled by one MCB.
1006Same as item above but Secondary point. i.e. Points to be looped with Primary pointwith 2.5 sqmm wire and Point wiring
1007Wiring 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.
1008Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required.
10092 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire
10102 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire
10112 X 6 sq. mm + 1 X 6 sq. mm earth wire
10122 x 10 sq. mm + 1 x 10 sq.mm earth wire
10134 X 10 sq. mm + 2 X 6 sq. mm earth wire
10144 X 16 sq. mm + 2 X 6 sq. mm earth wire
1015Supplying and fixingsuitable size GI box with modular plate and cover in front on surface or in recess including providing and fixing3 pin 5/6 Amp modular socket outlet and 5/6 A modular switch, connection etc. as required.
1016Supply and Wiringfor 250 volts singlephase and neutral 2 Nos 6 amps socket outlate with control by 1 No switched with 2.5 sq.mm PVCinsulatedcopper conductor1100 volts grade stranded flexible FRLS wires inconcealed or surface mounted 25 mm dia 2mm thickPVC conduit including providing and fixing of 6 amps 3 pin switch socket outlet of aprpoved make and design in 2 mm thick GI box with grid plate and earthingofthird pin of the socket with2.5Sq. mm PVC insulated copper conductor strandedflexibleFRLSwire.(maximum four no. of switches socket shall be connected on onecircuit)
1017Supplying 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.
1018Supplying and fixing 63 A, 415 V, TPN Industrial type socketoutlet, with 4 pole and earth, metal enclosed plug topalongwith 63 A "C" curve, TPMCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket outlet and complete with connections, testing and commissioning etc. as required.
1019Supplying and fixing 80 A, 415 V, TPN Industrial type socket outlet, with 4 pole and earth, metal enclosed plug top alongwith 80 A "C" curve, TPMCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket outlet and complete with connections, testing and commissioning etc. as required.
1020Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required.
1021Supplying & fixing suitable size GI box wih modular plate and cover in front on surface or in recess i/c providing and fixing 25 amp modular socket outlet and 25 Amps modular SP MCB, “C” curve including connection, painting etc. as required. (AC"s & Gysers)
1022Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.
1023Telephone socket outlet
1024Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required.
10251 or 2 Module (75mmX75mm)
10266 module (78mm X 205 mm X 50 mm)
1027Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required.
10283 pin , 5/6 amps socket outlet
10295/6 amps switch
1030Supplying 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.
103125 mm
103232 mm
1033SUBHEAD -II - FITTINGS & FIXTURES
1034Supply, Installation, Testing and Commissioning of 10 W Bulk head Light.
1035Supply, Installation, Testing and Commissioning of 5W Mirror Light.
1036Supply, Installation, Testing and Commissioning of 18W Surface/Recessed Mounted LED circular Downlighter.
1037Supply, Installation, Testing and Commissioning of 18/20W Wall/Surface mouted 4 ft. LED
1038Supply, Installation, Testing and Commissioning of 15WSurface mountedLED Square Downlighter.
1039Supply, Installation, Testing and Commissioning of150 W CHANDELIER
1040Supply, Installation, Testing and Commissioning of 12/9WRecessed mountedLED circular Downlighter.
1041Supply, Installation, Testing and Commissioning of9W (Nominal)Wall Bracket Light
1042Supply, 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 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.
1043SupplyInstallation, Testing and Commissioning of 250 mm dia Domestic Exhaust Fan
1044SUBHEAD - III - DISTRIBUTION BOARDS
1045Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator)
10466 way, Double door
10478 way, Double door
104812 way, Double door
1049Supplying and fixing following way, three pole and neutral, sheet steel, MCB distribution board, 415 volts, on surface/ recess complete with tinned copper busbar, neutral busbar, earth bar, din bar, detachable gland plate, interconnections, phosphatized and powder painted including earthing etc. as required. (But without MCB/ RCCB/ Isolator)
10504 way (4 + 12), Double door
10516 way (4 + 18), Double door
10528 way (4 + 24), Double door
1053Supplyingand fixingoffollowingwayssurface/recessmounting, 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.)
105412 way (4 + 36), Double door
1055Supplying 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.
1056Single Pole
1057Single Pole Neutral
1058Supplying and fixing following rating, double pole, 240 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.
105940 A
106063 A
1061Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.
106240 A
106363 A
1064Supplying and fixing following rating, double pole, (single phaseand 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.
106525 A
106640 A
106763 A
1068Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required.
1069SUBHEAD - IV - LIGHTNING CONDUCTOR
1070Earthing with Cu. earth Plate 600mm x 600mm x 3mm thick includingaccesssories, and providingmasonary enclosurewith cover plate (CI heavy duty) having locking arrangement and watering pipe of 2.7 mtr long etc. with charcoal or coke and salt ) as required.
1071Providing and fixing of lightning conductor finial, made of 25 mm dia 300 mm long, G.I. tube, having single prong at top, with 85 mm dia 6 mm thick G.I. base plate including holes etc. complete as required.
1072Jointing copper / G.I. tape (with another copper/ G I tape, base of the finial or any other metallic object) by riveting / nut bolting/ sweating and soldering etc as required.
1073Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required.(For horizontal run)
1074Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required.(For vertical run)
1075Providing and fixing testing joint, made of 20 mm X 3 mm thick G.I. strip, 125 mm long, with 4 nos. of G.I. bolts, nuts, chuck nuts and spring washers etc. complete as required.
1076Providing and laying G.I. tape 32 mm X 6 mm from earth electrode directly in ground as required.
1077Supply of Lightnig counter - LCD screen shows the number of lightning strikes, hour and date of lightning eventsButtons enable TIME/DATE setting and log viewing. Replaceable battery, working life minimum five years, meet the requirements for IS/IEC 62305 and IEC 62561-2.Tested for Electrical ,Mechanical and Chemical as per IEC 62561.
1078[ TYPE-III RESIDENCES G+2, 6UNITS. ]
1079Earth Work
1080Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
1081All kinds of soil
1082Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.
1083Supplying and filling in plinth with sand under floors, including watering, ramming ,consolidating and dressing complete.
1084Excavating, 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.
1085Concrete Work
1086Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:5:10 (1 cement : 5 coarse sand (zoneIII)derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)
1087Providing 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)
1088Providing & 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.
1089Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand,including necessary excavation,levelling & dressing & finishing the top smooth.
1090Brick edging in full brick width and half brick depth including excavation refilling and disposal of surplus earth lead upto 50 metres. With common burnt clayF.P.S.(non modulur)bricks of class designation 75
1091Reinforced Cement Concrete
1092Centering and shuttering including strutting, propping etc. and removal of form for all heights
1093Foundations, footings, bases of columns, etc. for mass concrete.
1094Suspended floors, roofs, landings, balconies and access platform.
1095Lintels, beams, plinth beams, girders, bressumers
1096Columns,Pillars, Piers, Abutments, Posts and Struts.
1097Edges of slabs and breaks in floors and walls Under 20 cm wide.
1098Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
1099Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500 D or more.
1100PILE WORK
1101Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and 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 etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine 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) 400 mm dia piles
1102Vertical 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.
1103Single pile upto 50 tonne Safe capacity
1104Initial test (Test Load 2.5 times the Safe capacity)
1105Routine test (Test Load 1.5 times the Safe capacity)
1106Group of two or more piles upto 50 tonne Safe capacity
1107Initial test (Test Load 2.5 times the Safe capacity)
1108Routine test (Test Load 1.5 times the Safe capacity)
1109Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections.
1110Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength;including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of theminimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.
1111All works upto plinth level
1112Concrete of M25 grade with minimum cement content of 330 kg /cum
1113(i) R.C.C. work in Footing
1114(ii) R.C.C. work in Beam
1115(iii) R.C.C. work in Columns
1116All works above plinth level upto floor V level
1117Concrete of M25 grade with minimum cement content of 330 kg /cum
1118(i) R.C.C. work in Lintel
1119(ii) R.C.C. work in Beam
1120(iii) R.C.C. work in Columns
1121(iv) R.C.C. work in Slab
1122Masonry Work
1123Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. : cement mortar 1:4 (1 cement : 4 coarse sand)
1124Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry.
1125Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in super structure above plinth level up to floor V level in : Cement mortar 1:6 (1 cement : 6 Coarse sand)
1126Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for seperately).
1127Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in foundation and plinth in : Cement mortar 1:6 (1 cement : 6 coarse sand)
1128Cladding Work
1129Providing 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.
1130Granite stone slab colour black, Cherry/Ruby red
1131Area of slab upto 0.50 sqm
1132Area of slab over 0.50 sqm
1133Providing edge moulding to 18mm thick marble stone counters, Vanities etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge.
1134Granite work
1135Extra for fixing marble /granite stone over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive including cleaning etc. complete.
1136Extra for providing opening of required size & shape for wash basins/ kitchen sink in kitchen platform, vanity counters and similar location in marble/Granite/stone work including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete.
1137Providing 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.
1138Wood and PVC Work
1139Providing 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 markedStainless Steel butt hinges with necessary screws
1140Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured).
1141P/F curtain rods of 1.25mm thick chromium plated brass plate, with two chromium plated brass brackets fixed with C.P. brass screws and wooden plugs etc. wherever necessary complete (a) 25 mm dia.
1142Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding.
1143Providing and fixing oxidised M.S. casement stays (straight peg type) with necessary screws etc. complete.
1144300 mm weighing not less than 200 gms
1145250 mm weighing not less than 150 gms
1146Providing and fixing aluminium hanging floor door stopper ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete. Twin rubber stopper
1147Providing and fixing factory made door frame (single rebate) made out of single piece extruded solid PVC foam profile with homogenous fine cellular structure having smooth outer integral skin having 62 mm width & 32 mm thickness, frame will be mitred & Jointed with self driven self tapping screws of size 38 mm x 4 mm & PVC solvent cement, including fixing the frame to wall with suitable dia & length anchor fastener as per manufacturer"s specification and direction of Engineer-in-charge.
1148Providing and fixing PVC rigid foam sheet 1 mm thick on existing door shutters (bathroom and W.C. doors) using synthetic rubber based adhesive.
1149Providing 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 : 30 mm thick shutters With ISI marked stainless steel butt hinges of required size
1150Kiln seasoned and chemically treated hollock wood
1151Providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.50 mm all complete.With 12 mm mild steel U beading
1152Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete. (a) 125 mm.
1153Providing & fixing Stainless steel sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc complete. (a) 250mm x 16mm .
1154Providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc. complete.
1155300 x 10mm
1156150 x 10mm
1157Providing and fixing 6mm thick both sides Pre-laminated cement bonded wood particle board as per IS : 15786:2008 of approved brand and shade with suitable full threaded steel screws etc. on the backing of racks, drawer, cupboard, kitchen cabinet under kitchen counter etc. all complete as per direction of Engineer in-charge.
1158Providing and fixing cupboard shutter with 19mm thick one side decorative and other side balancing lamination factory pressed BWP grade marine ply as per IS 710 of approved brand including 2mm thick PVC edge banding tape with hot glue by edge bending machine etc. with auto closing spring loaded hinges (hydraulic type) etc. complete as per direction of Engineer in-charge.(Payment of providing and fixing auto closing hinges shall be paid separately)
1159Providing and fixing 19mm thick both side balancing lamination factory pressed BWP grade marine ply as per IS 710 of approved brand boxes,shelves,racks,almirah, cupboard and drawer etc. including necessary nails,screws etc. complete as per direction of Engineer-in-charge.
1160Providing and fixing stainless steel fancy handle of approved make fixed with SS screws etc. complete as per direction of Engineer-in-charge. 200 mm for CB
1161Providing and fixing stainless steel fancy handle of approved make fixed with SS screws etc. complete as per direction of Engineer-in-charge. 100 mm for Kitchen Cabinets
1162Providing and fixing stainless steel soft closing spring hinges at 0 degree hinges (hydraulic type) of approved make/brand to cupboard shutters with full threaded steel screws including making necessary recess in board and finished etc. complete as perdirection of Engineer-in-charge
1163Providing and fixing stainless steel soft closing heavy type telescopic drawer channels of approved make 500 mm long with screws etc. complete as per directions of Engineer- in-charge
1164SS Hanging Rod for CB
1165Providing and fixing 25 mm dia. SS pipe Hanging rods with SS brackets :
1166Steel Work
1167Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).
1168Providing 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
1169Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
1170Steel 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.
1171Steel 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
1172Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes.
1173Flooring
1174Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick
1175Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete.
1176Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc.,complete.
1177Providing 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
1178Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joint with white cement & matching pigments etc. complete.size of tile 600x600 mm
1179ROOFING
1180Painting 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 :
1181With residual type petroleum bitumen of grade VG -10
1182Supply & Fixing of Prepainted coloured Trapezoidal or approved profiled Sheeting 1000-1020 mm cover width, 28-30 mm high crests with subtle square fluting in the five pan at nominal 190-255 mm (as approved by EIC) centre-to-centre manufactured out of 0.50 mm TCT hi-tensile prepainted Zincalume /Galvalume steel (AZ-150 gsm. Aluminium –Zinc alloy metallic coating of total both sides 550 MPa yield stress as per AS-1397). Colour/ Exterior coat of RMP 20 micron top coat applied over 5 micron primer and a 5 micron polyester back coat applied over 5 microns primer OR equivalent coating/painting. The sheet shall have wide pans with stiffening ribs for effective water shedding and special male/female ends with full return legs on side laps for purlin support. The male end of the sheet shall have anti-capillary flute at side laps to prevent leakages. The sheet shall be fixed by means of anti corrosive approved make "Rust Shield" (Epoxy Polymer) coated self-drilling self tapping fasteners 12-14 X 55 mm with EPDM seals through crest for roofing and 12-24 X 20 mm through valley (pans) for wall cladding. The sheet shall be supplied in lengths maximum up to 6-12 meter long to suit site dimensions. The scope includes all sealing of joint, curves, edges or other accessories with silicon sealant.
1183Finishing
118415 mm cement plaster on the rough side of single or half brick wall of mix : 1:6 (1 cement: 6 coarse sand)
118512mm 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. 1:6 (1 cement: 6 coarse sand)
11866 mm cement plaster on celling (a) 1:3(1 cement:3 fine sand)
1187Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water thinnable priming coat with cement primer.
1188Finishing 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).
1189Steel Painting:Applying priming coat
1190With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood)
1191With ready mixed red oxide zink chromate primer of approved brand and manufacture on steel galvanised iron/steel works.
1192Painting withsynthetic enamel paint of approvedbrandand manufactureto give an even shade:
1193Two or more coats on new work.
1194Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade : Two or more coats on new work
1195Providing 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.
1196Water Proofing
1197Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours. b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry.
1198Providing and filling of cinder in sunken portions.
1199PLUMBING INTERNAL ESTIMATE ( Type-3 ,6 Unit ) (G+2)
1200Sub Head– I Sanitary Installation
1201Providing 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:.
1202White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests.
1203Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :
1204W.C. pan with ISI marked white solid plastic seat and lid
1205Providing and fixing floor mounted, white vitreous china single piece, double traps syphonic water closet of approved brand/make, shape, size and pattern including integrated white vitreous china cistern of capacity 10 litres with dual flushing system, including all fittings and fixtures with seat cover, cistern fittings, nuts, bolts and gasket etc including making connection with the existing P/S trap, complete in all respect as per directions of Engineer-in-Charge.
1206Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification anddirection of Engineer-in-charge.
1207Providing 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:
1208White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps
1209Providing and fixingwhite vitreous china wash basin under counter basin, with C.I. concealed type brackets fixed to walls with GI rag bolts or approved fasteners etc., including 32 mm CP brass waste coupling, includingpainting of fittings and brackets, cutting and making good the walls wherever required all complete (Granite counter top will be measured and paid separately under relevent item): as per approved make and decision of engineer-in-charge
1210Providing and fixing toilet paper holder :
1211C.P. brass
1212ProvidingandfixingCPbrassauto closing system basin pillartap / hand washofJaquar PRS - 001 or EquivalentasapprovedbyEngineer-In Charge
1213ProvidingandfixingCPbrasssingle lever basin mixerwithout popowith 450mm long braided hose (connection pipe)basin pillartapofJaquar LYR-38001B or EquivalentasapprovedbyEngineer-In Charge.
1214Providing and fixing 32mm C.P brass bottle Trap of approved quality & make as per the direction of engineer-in-incharge.
1215Providing 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.
1216Providing 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 paintingoffittingsandbrackets,cuttingandmakinggoodthewalls wherever required :
1217Kitchen sink with drain board
1218510x1040 mm bowl depth 250mm
1219Kitchen sink without drain board
1220610x460 mm bowl depth 200 mm
1221Providing and fixing white vitreous china laboratory sink with C.I. brackets, C.P. brass chain with rubber plug, 40 mm C.P brass waste and 40mm C.P. brass trap with necessary C.P. brass unions complete, including painting of fittings and brackets, cutting and making good the wall wherever required :
1222Size 450x300x150 mm
1223Providing and fixing P.V.C. waste pipe for sinkor wash basin including P.V.C. waste fittings complete.
1224Flexible pipe
122540 mm dia
1226Providing and fixing soil, waste and vent pipes :
1227100 mm dia
1228Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905
1229Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete.
1230100 mm
1231Hubless centrifugally cast (spun) iron epoxy coated inside & outside I.S. 15905
1232Providing and fixing plain bend of required degree.
1233100 mm
1234Hubless centrifugally cast (spun) iron pipe epoxy inside & outsideIS: 15905
1235Providing and fixing heel rest sanitary bend
1236100 mm dia
1237Sand cast iron S&S as per IS - 3989
1238Providing and fixing double equal plain junction of required degree
1239100x100x100x100 mm
1240Hubless centrifugally cast (spun) iron pipe epoxy inside & outsideIS: 15905
1241Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete.
1242100x100x100 mm
1243sand cast Iron S&S as per IS: 3989
1244Providing and fixing single equal plain junction of required degree
1245100x100x100 mm
1246Hubless centrifugally cast (spun) iron pipe epoxy inside & outsideIS: 15905
1247Providing and fixing terminal guard:
1248100 mm
1249Hubless centrifugally cast (spun) iron pipe epoxy inside & outsideIS: 15905
1250Providingand fixing shielded coupling for Hubless centrifugally cast iron pipes
1251100 mm
1252S S 304 grade coupling with EPDM rubber gasket
1253Providing and fixing M.S. stays and clamps for sand cast iron/centrifugally cast (spun) iron pipes of diameter :
1254100 mm
1255Painting sand cast iron/ centrifugally cast (spun) iron soil, waste vent pipes and fittings with two coats of synthetic enamel paint of any colour such as chocolate grey, or buff etc. over a coat of primer (of approved quality) for new work :
1256100 mm diameter pipe
1257Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) including cost of cutting holes and making good the walls etc. :
1258100 mm diameter pipe
1259Providing and fixing G.I. soil / waste pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.
126032 mm dia. nominal bore
126140 mm dia. nominal bore
126250 mm dia. nominal bore
1263Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors :
1264Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905
1265Providing & fixing in position GI 100x50 elbowfloor drainincluding cost of cutting and making good the walls and floors whereverrequired.
1266Providing and fixing soap dish holderfrom wall of standard shape withfittings of approved quality with all complete. Make Jaquar - ACN-1131N & Equivalent
1267Providing and fixing soap dispenser with glass bottlefrom wall of standard shape withfittings of approved quality with all complete. Make Jaquar - ACN-1135N & Equivalent
1268Providing & fixing600 mm towel rail long stanless steel from wall face with concealedfittings arrangement of approved quality with all complete. Make Jaquar - CAN-1111SM
1269Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms.
1270Providing 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.
1271600 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.
1272Making 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.
1273Providing 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.
1274Providing 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.
1275Coupler
1276110 mm
1277Single tee with door
1278110x110x110 mm
1279Bend 87.5°
1280110 mm
1281Shoe (Plain)
1282110 mm Shoe
1283Providing 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.
1284110 mm
1285Supplying and fixingofHDPE pipe (PE grade 63 - PN-8 ) confirming to IS 14333-1996chemical waste pipes jointed with rubber ring with good quality lubricantwithfittingsinclussive of allnecessaryspecialslike bends, tees, offsets,junctions etc laid under floor/under ceiling/on walls with suitable clamps and specialscuring, necessary chasing, jointing and restoring to original conditions, testing etc. including all other incidental chargesetc.complete for successful completion of work as per specifications, and asdirected by Engineer -in- Charge.
1286110 mm outer dia
128750 mm outer dia
1288Providing & fixing in position upvc P"or S" trap of self cleaning design offollowingsizesfor the embedded areasMaking proper connection withchemical sealent joint , cutting chase / hole in floors /slabs and bringing the same in proper condition in cement concrete 1:2:4 mix complete as required. including cost of cutting and making good the walls and floors wherever required.
1289Providing & Fixingwater cooler wth stainless steel having storage capacity of 80 liter & cooling capacity 60 liter / hour with Reverse osmosis system & ultra voilet membrane TDS reduction 90% having automatic back wash system with filteration unit & all other required accessories complete in all respect as per direction of the engineer in charge .
1290Sub Head– II Water Supply
1291Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.
1292Internal work – Exposed on wall.
129320 mm nominal outer dia Pipes
129425 mm nominal outer dia Pipes
129532 mm nominal outer dia Pipes
129640 mm nominal outer dia Pipes
129750 mm nominal outer dia Pipes
129865 mm nominal outer dia Pipes
129980 mm nominal outer dia Pipes
1300Providing 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.
1301Concealed including cutting chases and making good the wall etc.
130215 mm nominal outer dia Pipes
130320 mm nominal outer dia Pipes
130425 mm nominal outer dia Pipes
1305Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
130620 mm dia. nominal bore
130725 mm dia. nominal bore
130832 mm dia. nominal bore
130940 mm dia. nominal bore
131050 mm dia. nominal bore
1311Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :
131225 mm nominal bore
1313Providing and fixing hand held ablution fitting (health faucet) with 1.2 meter long flexible tube and wall hook, all complete approved engineer-in-charge
1314Supply and fixing of 15mm CP brass 2 -Way Bib Cock with wall flange and suitable length CP brass extension pipe all of approved engineer-in-charge
1315Providing 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
1316Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms.
131715 mm nominal bore
1318Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.
131915 mm nominal bore
1320Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931
132115mm nominal bore
1322Providing and fixing uplasticised PVC connection pipe with brass unions :
132345 cm length
132415 mm nominal bore
1325Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet :
1326150 mm diameter
1327Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge.
1328(a) 15 mm nominal dia
1329Providing , Fixing, testing and commissioning of CP Brass 150 mmx 150 mmShower head with wall flange with all accessories as required andmaking good the walls wherever required. ( MAKE-JAQUAR -Model No- OHS-35495 or EQUIVALENT.)
1330Supply ,Erection , Testing & Commissioning of Automatic water level control panel & related accessories for pumping automation with consisting of automatic water level controller , level sensor withstainless steel probe, motorized butterfly valve, motorized valve controller with complete in all respect.
1331upto 50 mm dia. nominal bore
1332SUBHEAD– III Drainage
1333Supply and fixing HDPE double wall corrugated ( DWC ) I.S 16098( Part - 2 ) 3013 for soil / waste pipe under ground drainage system withjointed with rubber ring with good quality lubricant for fittings, inclusive of all necessary specials like bends, tees, offsets, junctions, re excavtion and refillig etc complete.
1334150 mm diameter
1335200 mm diameter
1336Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brickmasonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not lessthan 4.50 kg and frame to be not less than 2.70 kg as per standard design :
1337180x150 mm size P type
1338With fly ash bricks (non modular) bricks of class designation 7.5
1339Providingandlayingnon-pressureNP2class(lightduty)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 :
1340150 mm dia. R.C.C. pipe
1341250 mm dia. R.C.C. pipe
1342300 mm dia. R.C.C. pipe
1343Constructing brick masonry manholein cement mortar 1:4 (1 cement :4 coarse sand)with RCC top slab with 1:2:4 mix ( 1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size ) , foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 stone aggregate 40 mm nominal size )inside plastering12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation cocreate 1:3:6 mix (1 cement :3 coarse sand : 6 graded stone aggregate 40 mm norminal size),and making necessary channel in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20 mm norminal size) finished with a floating coat of neat cementcomplete as per standard design .
1344inside size 90x80 cms and 45 cms deep including CI cover with frame ( light duty ) 455x610 mm internal dimensions total weight of cover & frame to be not less than 38 kg (weight of cover 23 kg & weight of frame 15 kg )
1345with common brunt clay FPS ( non modular )bricks of class designation 7.5
1346Extra depth formanhole 90x80 cm
1347With FPSbricks class designation 7.5
1348Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS:1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequeringesides 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 pecifications and having manufacture’s permanent identification mark to be visible even after fixing,including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design.
1349Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design :
1350With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
1351ELECTRICAL Works TYPE-3 (G+2) RESIDENCE
1352SUB HEAD - I: CIRCUIT CUM POINT WIRING
1353SWITCH CONTROL LIGHT POINTS
1354Wiring 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.
1355Group C
1356Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point ( without Independent switch etc.) with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed PVC conduit, and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc as required. (Switch Control Secondary Points)
1357Group C
1358Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with 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. (Switch Control Primary Points)
1359Group C
1360Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point (withoutIndependent 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. (Switch Control Secondary Points)
1361Group C
1362MCB CONTROL LIGHT POINTS
1363Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with 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. (Switch Control Primary Points)
1364Primary point controlled by one MCB.
1365Same as item above but Secondary point. i.e. Points to be looped with Primary pointwith 2.5 sqmm wire and Point wiring
1366Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.
1367Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required.
13682 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire
13692 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire
13702 X 6 sq. mm + 1 X 6 sq. mm earth wire
13712 x 10 sq. mm + 1 x 10 sq.mm earth wire
13724 X 10 sq. mm + 2 X 6 sq. mm earth wire
13734 X 16 sq. mm + 2 X 6 sq. mm earth wire
1374Supplying and fixingsuitable size GI box with modular plate and cover in front on surface or in recess including providing and fixing3 pin 5/6 Amp modular socket outlet and 5/6 A modular switch, connection etc. as required.
1375Supply and Wiringfor 250 volts singlephase and neutral 2 Nos 6 amps socket outlate with control by 1 No switched with 2.5 sq.mm PVCinsulatedcopper conductor1100 volts grade stranded flexible FRLS wires inconcealed or surface mounted 25 mm dia 2mm thickPVC conduit including providing and fixing of 6 amps 3 pin switch socket outlet of aprpoved make and design in 2 mm thick GI box with grid plate and earthingofthird pin of the socket with2.5Sq. mm PVC insulated copper conductor strandedflexibleFRLSwire.(maximum four no. of switches socket shall be connected on onecircuit)
1376Supplying 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.
1377Supplying and fixing 63 A, 415 V, TPN Industrial type socketoutlet, with 4 pole and earth, metal enclosed plug topalongwith 63 A "C" curve, TPMCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket outlet and complete with connections, testing and commissioning etc. as required.
1378Supplying and fixing 80 A, 415 V, TPN Industrial type socket outlet, with 4 pole and earth, metal enclosed plug top alongwith 80 A "C" curve, TPMCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket outlet and complete with connections, testing and commissioning etc. as required.
1379Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required.
1380Supplying & fixing suitable size GI box wih modular plate and cover in front on surface or in recess i/c providing and fixing 25 amp modular socket outlet and 25 Amps modular SP MCB, “C” curve including connection, painting etc. as required. (AC"s & Gysers)
1381Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.
1382Telephone socket outlet
1383Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required.
13841 or 2 Module (75mmX75mm)
13856 module (78mm X 205 mm X 50 mm)
1386Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required.
13873 pin , 5/6 amps socket outlet
13885/6 amps switch
1389Supplying 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.
139025 mm
139132 mm
1392SUBHEAD -II - FITTINGS & FIXTURES
1393Supply, Installation, Testing and Commissioning of 10 W Bulk head Light.
1394Supply, Installation, Testing and Commissioning of 5W Mirror Light.
1395Supply, Installation, Testing and Commissioning of 18W Surface/Recessed Mounted LED circular Downlighter.
1396Supply, Installation, Testing and Commissioning of 18/20W Wall/Surface mouted 4 ft. LED
1397Supply, Installation, Testing and Commissioning of 15WSurface mountedLED Square Downlighter.
1398Supply, Installation, Testing and Commissioning of150 W CHANDELIER
1399Supply, Installation, Testing and Commissioning of 12/9WRecessed mountedLED circular Downlighter.
1400Supply, Installation, Testing and Commissioning of9W (Nominal)Wall Bracket Light
1401Supply, 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 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.
1402SupplyInstallation, Testing and Commissioning of 250 mm dia Domestic Exhaust Fan
1403SUBHEAD - III - DISTRIBUTION BOARDS
1404Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator)
14056 way, Double door
14068 way, Double door
140712 way, Double door
1408Supplying and fixing following way, three pole and neutral, sheet steel, MCB distribution board, 415 volts, on surface/ recess complete with tinned copper busbar, neutral busbar, earth bar, din bar, detachable gland plate, interconnections, phosphatized and powder painted including earthing etc. as required. (But without MCB/ RCCB/ Isolator)
14094 way (4 + 12), Double door
14106 way (4 + 18), Double door
14118 way (4 + 24), Double door
1412Supplyingand fixingoffollowingwayssurface/recessmounting, 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.)
141312 way (4 + 36), Double door
1414Supplying 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.
1415Single Pole
1416Single Pole Neutral
1417Supplying and fixing following rating, double pole, 240 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.
141840 A
141963 A
1420Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.
142125 A
142240 A
142363 A
1424Supplying and fixing following rating, double pole, (single phaseand 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.
142525 A
142640 A
142763 A
1428Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required.
1429SUB HEAD-IV , LIGHTNING CONDUCTOR
1430LIGHTNING CONDUCTOR
1431Providing and fixing of lightning conductor finial, made of 25 mm dia 300 mm long, G.I. tube, having single prong at top, with 85 mm dia 6 mm thick G.I. base plate including holes etc. complete as required.
1432Fixing of lightning conductor finial (single prong) with base plate including holes etc. complete as required.
1433Jointing copper / G.I. tape (with another copper/ G I tape, base of the finial or any other metallic object) by riveting / nut bolting/ sweating and soldering etc as required.
1434Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required.(For horizontal run)
1435Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required.(For vertical run)
1436Fixing of copper/ G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required.(For vertical run)
1437Providing and fixing testing joint, made of 20 mm X 3 mm thick G.I. strip, 125 mm long, with 4 nos. of G.I. bolts, nuts, chuck nuts and spring washers etc. complete as required.
1438Earthing 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. Details of cost for one Set
1439Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required.
1440[ TYPE-II RESIDENCES G+2, 7UNITS. ]
1441Earth Work
1442Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
1443All kinds of soil
1444Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.
1445Supplying and filling in plinth with sand under floors, including watering, ramming ,consolidating and dressing complete.
1446Excavating, 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.
1447Concrete Work
1448Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:5:10 (1 cement : 5 coarse sand (zoneIII)derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)
1449Providing 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)
1450Providing & 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.
1451Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand,including necessary excavation,levelling & dressing & finishing the top smooth.
1452Brick edging in full brick width and half brick depth including excavation refilling and disposal of surplus earth lead upto 50 metres. With common burnt clayF.P.S.(non modulur)bricks of class designation 75
1453Reinforced Cement Concrete
1454Centering and shuttering including strutting, propping etc. and removal of form for all heights
1455Foundations, footings, bases of columns, etc. for mass concrete.
1456Suspended floors, roofs, landings, balconies and access platform.
1457Lintels, beams, plinth beams, girders, bressumers
1458Columns,Pillars, Piers, Abutments, Posts and Struts.
1459Edges of slabs and breaks in floors and walls Under 20 cm wide.
1460Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
1461Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500 D or more.
1462PILE WORK
1463Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and 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 etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine 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) 400 mm dia piles
1464Vertical 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.
1465Group of two or more piles upto 50 tonne Safe capacity
1466Initial test (Test Load 2.5 times the Safe capacity)
1467Routine test (Test Load 1.5 times the Safe capacity)
1468Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections.
1469Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength;including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of theminimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.
1470All works upto plinth level
1471Concrete of M25 grade with minimum cement content of 330 kg /cum
1472(i) R.C.C. work in Footing
1473(ii) R.C.C. work in Beam
1474(iii) R.C.C. work in Columns
1475All works above plinth level upto floor V level
1476Concrete of M25 grade with minimum cement content of 330 kg /cum
1477(i) R.C.C. work in Lintel
1478(ii) R.C.C. work in Beam
1479(iii) R.C.C. work in Columns
1480(iv) R.C.C. work in Slab
1481Masonry Work
1482Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. : cement mortar 1:4 (1 cement : 4 coarse sand)
1483Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry.
1484Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in super structure above plinth level up to floor V level in : Cement mortar 1:6 (1 cement : 6 Coarse sand)
1485Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for seperately).
1486Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in foundation and plinth in : Cement mortar 1:6 (1 cement : 6 coarse sand)
1487Poviding and fixing "chicken wire mesh"of 24 gauge at junctions of RCC & Brick worksurfaces with cement mortar including necessary nails etc for fixing all height & leveletc all Complete as per drawings and as directed by Architect. (200 mm Wide)
1488Cladding Work
1489Providing 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.
1490Granite stone slab colour black, Cherry/Ruby red
1491Area of slab upto 0.50 sqm
1492Area of slab over 0.50 sqm
1493Providing edge moulding to 18mm thick marble stone counters, Vanities etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge.
1494Granite work
1495Extra for fixing marble /granite stone over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive including cleaning etc. complete.
1496Extra for providing opening of required size & shape for wash basins/ kitchen sink in kitchen platform, vanity counters and similar location in marble/Granite/stone work including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete.
1497Providing 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.
1498Wood and PVC Work
1499Providing 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 markedStainless Steel butt hinges with necessary screws
1500Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured).
1501P/F curtain rods of 1.25mm thick chromium plated brass plate, with two chromium plated brass brackets fixed with C.P. brass screws and wooden plugs etc. wherever necessary complete (a) 25 mm dia.
1502Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding.
1503Providing and fixing oxidised M.S. casement stays (straight peg type) with necessary screws etc. complete.
1504300 mm weighing not less than 200 gms
1505250 mm weighing not less than 150 gms
1506Providing and fixing aluminium hanging floor door stopper ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete. Twin rubber stopper
1507Providing and fixing factory made door frame (single rebate) made out of single piece extruded solid PVC foam profile with homogenous fine cellular structure having smooth outer integral skin having 62 mm width & 32 mm thickness, frame will be mitred & Jointed with self driven self tapping screws of size 38 mm x 4 mm & PVC solvent cement, including fixing the frame to wall with suitable dia & length anchor fastener as per manufacturer"s specification and direction of Engineer-in-charge.
1508Providing and fixing PVC rigid foam sheet 1 mm thick on existing door shutters (bathroom and W.C. doors) using synthetic rubber based adhesive.
1509Providing 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 : 30 mm thick shutters With ISI marked stainless steel butt hinges of required size
1510Kiln seasoned and chemically treated hollock wood
1511Providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.50 mm all complete.With 12 mm mild steel U beading
1512Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete. (a) 125 mm.
1513Providing & fixing Stainless steel sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc complete. (a) 250mm x 16mm .
1514Providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc. complete.
1515300 x 10mm
1516150 x 10mm
1517Providing and fixing 6mm thick both sides Pre-laminated cement bonded wood particle board as per IS : 15786:2008 of approved brand and shade with suitable full threaded steel screws etc. on the backing of racks, drawer, cupboard, kitchen cabinet under kitchen counter etc. all complete as per direction of Engineer in-charge.
1518Providing and fixing cupboard shutter with 19mm thick one side decorative and other side balancing lamination factory pressed BWP grade marine ply as per IS 710 of approved brand including 2mm thick PVC edge banding tape with hot glue by edge bending machine etc. with auto closing spring loaded hinges (hydraulic type) etc. complete as per direction of Engineer in-charge.(Payment of providing and fixing auto closing hinges shall be paid separately)
1519Providing and fixing 19mm thick both side balancing lamination factory pressed BWP grade marine ply as per IS 710 of approved brand boxes,shelves,racks,almirah, cupboard and drawer etc. including necessary nails,screws etc. complete as per direction of Engineer-in-charge.
1520Providing and fixing stainless steel fancy handle of approved make fixed with SS screws etc. complete as per direction of Engineer-in-charge. 200 mm
1521Providing and fixing stainless steel fancy handle of approved make fixed with SS screws etc. complete as per direction of Engineer-in-charge. 100 mm for Kitchen Cabinets
1522Providing and fixing stainless steel soft closing spring hinges at 0 degree hinges (hydraulic type) of approved make/brand to cupboard shutters with full threaded steel screws including making necessary recess in board and finished etc. complete as perdirection of Engineer-in-charge
1523Providing and fixing stainless steel soft closing heavy type telescopic drawer channels of approved make 500 mm long with screws etc. complete as per directions of Engineer- in-charge
1524SS Hanging Rod for CB
1525Providing and fixing 25 mm dia. SS pipe Hanging rods with SS brackets :
1526Steel Work
1527Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).
1528Providing 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
1529Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
1530Steel 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.
1531Steel 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
1532Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes.
1533Flooring
1534Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick
1535Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete.
1536Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc.,complete.
1537Providing 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
1538Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joint with white cement & matching pigments etc. complete.size of tile 600x600 mm
1539ROOFING
1540Painting 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 :
1541With residual type petroleum bitumen of grade VG -10
1542Supply & Fixing of Prepainted coloured Trapezoidal or approved profiled Sheeting 1000-1020 mm cover width, 28-30 mm high crests with subtle square fluting in the five pan at nominal 190-255 mm (as approved by EIC) centre-to-centre manufactured out of 0.50 mm TCT hi-tensile prepainted Zincalume /Galvalume steel (AZ-150 gsm. Aluminium –Zinc alloy metallic coating of total both sides 550 MPa yield stress as per AS-1397). Colour/ Exterior coat of RMP 20 micron top coat applied over 5 micron primer and a 5 micron polyester back coat applied over 5 microns primer
1543OR equivalent coating/painting. The sheet shall have wide pans with stiffening ribs for effective water shedding and special male/female ends with full return legs on side laps for purlin support. The male end of the sheet shall have anti-capillary flute at side laps to prevent leakages. The sheet shall be fixed by means of anti corrosive approved make "Rust Shield" (Epoxy Polymer) coated self-drilling self tapping fasteners 12-14 X 55 mm with EPDM seals through crest for roofing and 12-24 X 20 mm through valley (pans) for wall cladding. The sheet shall be supplied in lengths maximum up to 6-12 meter long to suit site dimensions. The scope includes all sealing of joint, curves, edges or other accessories with silicon sealant.
154415 mm cement plaster on the rough side of single or half brick wall of mix : 1:6 (1 cement: 6 coarse sand)
154512mm 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. 1:6 (1 cement: 6 coarse sand)
15466 mm cement plaster on celling (a) 1:3(1 cement:3 fine sand)
1547Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water thinnable priming coat with cement primer.
1548Finishing 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).
1549Steel Painting:Applying priming coat
1550With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood)
1551With ready mixed red oxide zink chromate primer of approved brand and manufacture on steel galvanised iron/steel works.
1552Painting withsynthetic enamel paint of approvedbrandand manufactureto give an even shade:
1553Two or more coats on new work.
1554Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade : Two or more coats on new work
1555Providing 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.
1556Water Proofing
1557Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours. b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry.
1558Providing and filling of cinder in sunken portions.
1559PLUMBING INTERNAL ESTIMATE ( Type-2 ,7 Unit ) (G+3)
1560Sub Head– I Sanitary Installation
1561Providing 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:.
1562White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests.
1563Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :
1564W.C. pan with ISI marked white solid plastic seat and lid
1565Providing and fixing floor mounted, white vitreous china single piece, double traps syphonic water closet of approved brand/make, shape, size and pattern including integrated white vitreous china cistern of capacity 10 litres with dual flushing system, including all fittings and fixtures with seat cover, cistern fittings, nuts, bolts and gasket etc including making connection with the existing P/S trap, complete in all respect as per directions of Engineer-in-Charge.
1566Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification anddirection of Engineer-in-charge.
1567Providing 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:
1568White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps
1569Providing and fixingwhite vitreous china wash basin under counter basin, with C.I. concealed type brackets fixed to walls with GI rag bolts or approved fasteners etc., including 32 mm CP brass waste coupling, includingpainting of fittings and brackets, cutting and making good the walls wherever required all complete (Granite counter top will be measured and paid separately under relevent item): as per approved make and decision of engineer-in-charge
1570Providing and fixing toilet paper holder :
1571C.P. brass
1572ProvidingandfixingCPbrassauto closing system basin pillartap / hand washofJaquar PRS - 001 or EquivalentasapprovedbyEngineer-In Charge
1573ProvidingandfixingCPbrasssingle lever basin mixerwithout popowith 450mm long braided hose (connection pipe)basin pillartapofJaquar LYR-38001B or EquivalentasapprovedbyEngineer-In Charge.
1574Providing and fixing 32mm C.P brass bottle Trap of approved quality & make as per the direction of engineer-in-incharge.
1575Providing 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.
1576Providing 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 paintingoffittingsandbrackets,cuttingandmakinggoodthewalls wherever required :
1577Kitchen sink with drain board
1578510x1040 mm bowl depth 250mm
1579Kitchen sink without drain board
1580610x460 mm bowl depth 200 mm
1581Providing and fixing white vitreous china laboratory sink with C.I. brackets, C.P. brass chain with rubber plug, 40 mm C.P brass waste and 40mm C.P. brass trap with necessary C.P. brass unions complete, including painting of fittings and brackets, cutting and making good the wall wherever required :
1582Size 450x300x150 mm
1583Providing and fixing P.V.C. waste pipe for sinkor wash basin including P.V.C. waste fittings complete.
1584Flexible pipe
158540 mm dia
1586Providing and fixing soil, waste and vent pipes :
1587100 mm dia
1588Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905
1589Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete.
1590100 mm
1591Hubless centrifugally cast (spun) iron epoxy coated inside & outside I.S. 15905
1592Providing and fixing plain bend of required degree.
1593100 mm
1594Hubless centrifugally cast (spun) iron pipe epoxy inside & outsideIS: 15905
1595Providing and fixing heel rest sanitary bend
1596100 mm dia
1597Sand cast iron S&S as per IS - 3989
1598Providing and fixing double equal plain junction of required degree
1599100x100x100x100 mm
1600Hubless centrifugally cast (spun) iron pipe epoxy inside & outsideIS: 15905
1601Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete.
1602100x100x100 mm
1603sand cast Iron S&S as per IS: 3989
1604Providing and fixing single equal plain junction of required degree
1605100x100x100 mm
1606Hubless centrifugally cast (spun) iron pipe epoxy inside & outsideIS: 15905
1607Providing and fixing terminal guard:
1608100 mm
1609Hubless centrifugally cast (spun) iron pipe epoxy inside & outsideIS: 15905
1610Providingand fixing shielded coupling for Hubless centrifugally cast iron pipes
1611100 mm
1612S S 304 grade coupling with EPDM rubber gasket
1613Providing and fixing M.S. stays and clamps for sand cast iron/centrifugally cast (spun) iron pipes of diameter :
1614100 mm
1615Painting sand cast iron/ centrifugally cast (spun) iron soil, waste vent pipes and fittings with two coats of synthetic enamel paint of any colour such as chocolate grey, or buff etc. over a coat of primer (of approved quality) for new work :
1616100 mm diameter pipe
1617Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) including cost of cutting holes and making good the walls etc. :
1618100 mm diameter pipe
1619Providing and fixing G.I. soil / waste pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.
162032 mm dia. nominal bore
162140 mm dia. nominal bore
162250 mm dia. nominal bore
1623Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors :
1624100 mm inlet and 100 mm outlet
1625Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905
1626Cutting holes up to 15 x 15 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 course sand : 4 graded stone aggregate 20 mm nominal size ) , including finishing complete so as to make it leak proof.
1627Providing & fixing in position GI 100x50 elbowfloor drainincluding cost of cutting and making good the walls and floors whereverrequired.
1628Providingandfixing125mmdiaS/S grating(withorwithouthole)for floor or Nahani trap.
1629Providing and fixing soap dish holderfrom wall of standard shape withfittings of approved quality with all complete. Make Jaquar - ACN-1131N & Equivalent
1630Providing and fixing soap dispenser with glass bottlefrom wall of standard shape withfittings of approved quality with all complete. Make Jaquar - ACN-1135N & Equivalent
1631Providing & fixing600 mm towel rail long stanless steel from wall face with concealedfittings arrangement of approved quality with all complete. Make Jaquar - CAN-1111SM
1632Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms.
1633Providing 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.
1634600 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.
1635Making 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.
1636Providing 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.
1637Providing 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.
1638Coupler
1639110 mm
1640Single tee with door
1641110x110x110 mm
1642Bend 87.5°
1643110 mm
1644Shoe (Plain)
1645110 mm Shoe
1646Providing 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.
1647110 mm
1648Supplying and fixingofHDPE pipe (PE grade 63 - PN-8 ) confirming to IS 14333-1996chemical waste pipes jointed with rubber ring with good quality lubricantwithfittingsinclussive of allnecessaryspecialslike bends, tees, offsets,junctions etc laid under floor/under ceiling/on walls with suitable clamps and specialscuring, necessary chasing, jointing and restoring to original conditions, testing etc. including all other incidental chargesetc.complete for successful completion of work as per specifications, and asdirected by Engineer -in- Charge.
1649110 mm outer dia
165050 mm outer dia
1651Providing & fixing in position upvc P"or S" trap of self cleaning design offollowingsizesfor the embedded areasMaking proper connection withchemical sealent joint , cutting chase / hole in floors /slabs and bringing the same in proper condition in cement concrete 1:2:4 mix complete as required. including cost of cutting and making good the walls and floors wherever required.
1652Providing & Fixingwater cooler wth stainless steel having storage capacity of 80 liter & cooling capacity 60 liter / hour with Reverse osmosis system & ultra voilet membrane TDS reduction 90% having automatic back wash system with filteration unit & all other required accessories complete in all respect as per direction of the engineer in charge .
1653Sub Head– II Water Supply
1654Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.
1655Internal work – Exposed on wall.
165620 mm nominal outer dia Pipes
165725 mm nominal outer dia Pipes
165832 mm nominal outer dia Pipes
165940 mm nominal outer dia Pipes
166050 mm nominal outer dia Pipes
166165 mm nominal outer dia Pipes
166280 mm nominal outer dia Pipes
1663Providing 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.
1664Concealed including cutting chases and making good the wall etc.
166515 mm nominal outer dia Pipes
166620 mm nominal outer dia Pipes
166725 mm nominal outer dia Pipes
1668Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
166920 mm dia. nominal bore
167025 mm dia. nominal bore
167132 mm dia. nominal bore
167240 mm dia. nominal bore
167350 mm dia. nominal bore
1674Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :
167525 mm nominal bore
1676Providing and fixing hand held ablution fitting (health faucet) with 1.2 meter long flexible tube and wall hook, all complete approved engineer-in-charge
1677Supply and fixing of 15mm CP brass 2 -Way Bib Cock with wall flange and suitable length CP brass extension pipe all of approved engineer-in-charge
1678Providing 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
1679Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms.
168015 mm nominal bore
1681Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.
168215 mm nominal bore
1683Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931
168415mm nominal bore
1685Providing and fixing uplasticised PVC connection pipe with brass unions :
168645 cm length
168715 mm nominal bore
1688Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet :
1689150 mm diameter
1690Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge.
1691(a) 15 mm nominal dia
1692Providing , Fixing, testing and commissioning of CP Brass 150 mmx 150 mmShower head with wall flange with all accessories as required andmaking good the walls wherever required. ( MAKE-JAQUAR -Model No- OHS-35495 or EQUIVALENT.)
1693Supply ,Erection , Testing & Commissioning of Automatic water level control panel & related accessories for pumping automation with consisting of automatic water level controller , level sensor withstainless steel probe, motorized butterfly valve, motorized valve controller with complete in all respect.
1694upto 50 mm dia. nominal bore
1695SUBHEAD– III Drainage
1696Supply and fixing HDPE double wall corrugated ( DWC ) I.S 16098( Part - 2 ) 3013 for soil / waste pipe under ground drainage system withjointed with rubber ring with good quality lubricant for fittings, inclusive of all necessary specials like bends, tees, offsets, junctions, re excavtion and refillig etc complete.
1697150 mm diameter
1698200 mm diameter
1699Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brickmasonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not lessthan 4.50 kg and frame to be not less than 2.70 kg as per standard design :
1700180x150 mm size P type
1701With fly ash bricks (non modular) bricks of class designation 7.5
1702Providingandlayingnon-pressureNP2class(lightduty)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 :
1703150 mm dia. R.C.C. pipe
1704250 mm dia. R.C.C. pipe
1705300 mm dia. R.C.C. pipe
1706Constructing brick masonry manholein cement mortar 1:4 (1 cement :4 coarse sand)with RCC top slab with 1:2:4 mix ( 1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size ) , foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 stone aggregate 40 mm nominal size )inside plastering12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation cocreate 1:3:6 mix (1 cement :3 coarse sand : 6 graded stone aggregate 40 mm norminal size),and making necessary channel in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20 mm norminal size) finished with a floating coat of neat cementcomplete as per standard design .
1707inside size 90x80 cms and 45 cms deep including CI cover with frame ( light duty ) 455x610 mm internal dimensions total weight of cover & frame to be not less than 38 kg (weight of cover 23 kg & weight of frame 15 kg )
1708with common brunt clay FPS ( non modular )bricks of class designation 7.5
1709Extra depth formanhole 90x80 cm
1710With FPSbricks class designation 7.5
1711Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS:1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequeringesides 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 pecifications and having manufacture’s permanent identification mark to be visible even after fixing,including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design.
1712Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design :
1713With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
1714ELECTRICAL Works TYPE-2 (G+3) RESIDENCE
1715SUB HEAD - I: CIRCUIT CUM POINT WIRING
1716SWITCH CONTROL LIGHT POINTS
1717Wiring 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.
1718Group C
1719Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point ( without Independent switch etc.) with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed PVC conduit, and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc as required. (Switch Control Secondary Points)
1720Group C
1721Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with 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. (Switch Control Primary Points)
1722Group C
1723Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point (withoutIndependent 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. (Switch Control Secondary Points)
1724Group C
1725MCB CONTROL LIGHT POINTS
1726Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with 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. (Switch Control Primary Points)
1727Primary point controlled by one MCB.
1728Same as item above but Secondary point. i.e. Points to be looped with Primary pointwith 2.5 sqmm wire and Point wiring
1729Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.
1730Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required.
17312 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire
17322 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire
17332 X 6 sq. mm + 1 X 6 sq. mm earth wire
17342 x 10 sq. mm + 1 x 10 sq.mm earth wire
17354 X 10 sq. mm + 2 X 6 sq. mm earth wire
17364 X 16 sq. mm + 2 X 6 sq. mm earth wire
1737Supplying and fixingsuitable size GI box with modular plate and cover in front on surface or in recess including providing and fixing3 pin 5/6 Amp modular socket outlet and 5/6 A modular switch, connection etc. as required.
1738Supply and Wiringfor 250 volts singlephase and neutral 2 Nos 6 amps socket outlate with control by 1 No switched with 2.5 sq.mm PVCinsulatedcopper conductor1100 volts grade stranded flexible FRLS wires inconcealed or surface mounted 25 mm dia 2mm thickPVC conduit including providing and fixing of 6 amps 3 pin switch socket outlet of aprpoved make and design in 2 mm thick GI box with grid plate and earthingofthird pin of the socket with2.5Sq. mm PVC insulated copper conductor strandedflexibleFRLSwire.(maximum four no. of switches socket shall be connected on onecircuit)
1739Supplying 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.
1740Supplying and fixing 63 A, 415 V, TPN Industrial type socketoutlet, with 4 pole and earth, metal enclosed plug topalongwith 63 A "C" curve, TPMCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket outlet and complete with connections, testing and commissioning etc. as required.
1741Supplying and fixing 80 A, 415 V, TPN Industrial type socket outlet, with 4 pole and earth, metal enclosed plug top alongwith 80 A "C" curve, TPMCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket outlet and complete with connections, testing and commissioning etc. as required.
1742Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required.
1743Supplying & fixing suitable size GI box wih modular plate and cover in front on surface or in recess i/c providing and fixing 25 amp modular socket outlet and 25 Amps modular SP MCB, “C” curve including connection, painting etc. as required. (AC"s & Gysers)
1744Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.
1745Telephone socket outlet
1746Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required.
17471 or 2 Module (75mmX75mm)
17486 module (78mm X 205 mm X 50 mm)
1749Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required.
17503 pin , 5/6 amps socket outlet
17515/6 amps switch
1752Supplying 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.
175325 mm
175432 mm
1755SUBHEAD -II - FITTINGS & FIXTURES
1756Supply, Installation, Testing and Commissioning of 10 W Bulk head Light.
1757Supply, Installation, Testing and Commissioning of 5W Mirror Light.
1758Supply, Installation, Testing and Commissioning of 18W Surface/Recessed Mounted LED circular Downlighter.
1759Supply, Installation, Testing and Commissioning of 18/20W Wall/Surface mouted 4 ft. LED
1760Supply, Installation, Testing and Commissioning of 15WSurface mountedLED Square Downlighter.
1761Supply, Installation, Testing and Commissioning of150 W CHANDELIER
1762Supply, Installation, Testing and Commissioning of 12/9WRecessed mountedLED circular Downlighter.
1763Supply, Installation, Testing and Commissioning of9W (Nominal)Wall Bracket Light
1764Supply, 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 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.
1765SupplyInstallation, Testing and Commissioning of 250 mm dia Domestic Exhaust Fan
1766SUBHEAD - III - DISTRIBUTION BOARDS
1767Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator)
17686 way, Double door
17698 way, Double door
177012 way, Double door
1771Supplying and fixing following way, three pole and neutral, sheet steel, MCB distribution board, 415 volts, on surface/ recess complete with tinned copper busbar, neutral busbar, earth bar, din bar, detachable gland plate, interconnections, phosphatized and powder painted including earthing etc. as required. (But without MCB/ RCCB/ Isolator)
17724 way (4 + 12), Double door
17736 way (4 + 18), Double door
17748 way (4 + 24), Double door
1775Supplyingand fixingoffollowingwayssurface/recessmounting, 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.)
177612 way (4 + 36), Double door
1777Supplying 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.
1778Single Pole
1779Single Pole Neutral
1780Supplying and fixing following rating, double pole, 240 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.
178140 A
178263 A
1783Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.
178425 A
178540 A
178663 A
1787Supplying and fixing following rating, double pole, (single phaseand 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.
178825 A
178940 A
179063 A
1791Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required.
1792SUB HEAD-IV , LIGHTNING CONDUCTOR
1793LIGHTNING CONDUCTOR
1794Providing and fixing of lightning conductor finial, made of 25 mm dia 300 mm long, G.I. tube, having single prong at top, with 85 mm dia 6 mm thick G.I. base plate including holes etc. complete as required.
1795Fixing of lightning conductor finial (single prong) with base plate including holes etc. complete as required.
1796Jointing copper / G.I. tape (with another copper/ G I tape, base of the finial or any other metallic object) by riveting / nut bolting/ sweating and soldering etc as required.
1797Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required.(For horizontal run)
1798Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required.(For vertical run)
1799Fixing of copper/ G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required.(For vertical run)
1800Providing and fixing testing joint, made of 20 mm X 3 mm thick G.I. strip, 125 mm long, with 4 nos. of G.I. bolts, nuts, chuck nuts and spring washers etc. complete as required.
1801Earthing 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. Details of cost for one Set
1802Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required.
1803EARTH FILLING
1804Excavating, 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.
1805Banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m :
1806FOOTPATH 2.00 MT. WIDE
1807Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge
1808all kinds of soil
1809Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering. All work upto plinth level.
18101:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
1811Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved s;ze, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.
1812Providing 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),ncluding making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
1813Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :
1814Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture
1815Excavating, 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.
1816Filling available excavated earth (excluding rock) in trenches, plinth, sides ofoundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
1817deduct PCC
1818kurb stone
1819Centering and shuttering including strutting, propping etc. and removal of form for all heights :
1820Foundations, footings, bases of columns, etc. for mass concrete.
1821BITUMINUS ROAD FOR 3.5 MTR WIDE & 10.0 MTR LONG ROAD
1822Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres.
1823Supplying and stacking at site. 90 mm to 45 mm size stone aggregate
1824Supplying and stacking at site 63 mm to 45 mm size stone aggregate
1825Laying, spreading and compacting stone aggregate of specified sizes to WBM pecifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required densi
1826Laying, spreading and compacting stone aggregate of specified sizes to WBM pecifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required densi
1827Supplying and stacking at site Stone screening 13.2 mm nominal size (Type A)
1828Supplying and stacking at site Stone screening 11.2 mm nominal size (Type B)
1829Supplying and stacking at site Red bajri
1830Supplying and stacking at site Moorum
18312.5 cm premix carpet surfacing with 2.25 cum and 1.12 cum of stone chippings of 13.2 mm and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately). With paving Asphalt grade VG - 10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt
1832Providing 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),ncluding making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
1833Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : On W.B.M. @ 0.75 Kg / sqm
1834Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen 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 surface, including rolling and finishing with road roller all complete
1835Excavating, 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.
1836SUB HEAD (I) :- EXTERNAL WATER SUPPLY PIPES AND FITTINGS
1837all kinds of soil
1838Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.
1839External work
184020 mm dia nominal bore
184125 mm dia nominal bore
184232 mm dia nominal bore
184340 mm dia nominal bore
184450 mm dia nominal bore
184565 mm dia nominal bore
1846Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality :
184720 mm diameter pipe
184825 mm diameter pipe
184932 mm diameter pipe
185040 mm diameter pipe
185150 mm diameter pipe
185265 mm diameter pipe
1853Providing and filling sand of grading zone V or coarser grade alround the GI pipes in external work.
185420mm dia nominal bore
185525mm dia nominal bore
185632mm dia nominal bore
185740mm dia nominal bore
185850 mm diameter pipe
185965 mm diameter pipe
1860Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be paid separately) :
186150 mm dia
186280 mm dia
1863Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
186420 mm nominal bore
186525 mm nominal bore
186632 mm nominal bore
186740 mm nominal bore
186850 mm nominal bore
186965 mm nominal bore
18701:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
1871Providing and fixing G.I. Union in GI pipe including cutting and threading the pipe and making long screws etc. complete(New work)
187225 mm nominal bore
187332 mm nominal bore
187440 mm nominal bore
187550 mm nominal bore
187665 mm nominal bore
1877Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality
1878LD- 2.5
1879Rectangular shape 600*450 mm internal dimensions
1880Constructing masonry gate valve Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design :
1881With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
1882Constructing masonry Chamber 60x45x50 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for water meter complete with C.I. double flap surface box 400x200x200 mm (inside) with locking arrangement and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand:10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :
1883with common burnt clay F.P.S.(non module) brick of class designation 7.5
1884SURFACE DRAIN (250X150 MM)
1885Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.
1886all kinds of soil
1887Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth: consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
1888Qty. = 25% of them no 1
1889Providing and laying in position cement concrete of specified grade excluding the cost of centering and shttering - All work up to plinth level
18901:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size).
18911:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
18921:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
1893Centering and shuttering including strutting, propping etc. and removal of form for all heights :
1894Foundations, footings, bases of columns, etc. for mass concrete
1895Brick work with F.P.S. bricks of class designation 75 infoundation and plinth in :
1896Cement mortar 1:6 (1 cement : 6 coarse sand)
189712 mm cement plaster finished with a floating coat of neat cement of mix :
18981:4 (1 cement: 4 fine sand)
1899CONSTRUCTION OF 300 MM WIDER.C.C. DRAINS
1900Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. All kinds of soil
1901Lvl 0.00 to 1.5
1902Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
1903@ 30% of Item No. 1
1904Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
1905Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard settingof concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. Concrete of M25 grade with minimum cement content of 330 kg /cum
1906Footing
1907Wall
1908Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
1909Footing
1910Wall
1911Centering and shuttering including strutting, propping etc. and removal of form for
1912Foundations, footings, bases of columns, etc. for mass concrete
1913Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
1914SUB HEAD (I) :- EXTERNAL SEWERAGE SYSTEM
1915Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :
1916All kinds of soil
1917Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia
1918Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm
1919Providing 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 :
1920150 mm dia. R.C.C. pipe
1921450 mm dia. R.C.C. pipe
1922Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size)
1923450 mm diameter S.W.Pipe (9x0.65x0.10=0.59)
19241:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)
1925150 mm diameter S.W.Pipe (391x0.35x0.10=13.69)
1926Constructing brick masonry manholein cement mortar 1 : 4 (1 cement : 4 coarse sand) with RCC top slab with 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4gradestone aggregate 20mm nominal size); foundation concrete 1:4:8 mix(1 cement : 4 coarse sand : 8 gradedstoneaggregate40 mm nominalsize) insideplastering 12 mm thickwith cementmortar 1:3 (1cement 3 coarse sand ) finished with a floating coat of neat cement and makingchannels incementconcrete 1:2:4 (1cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) finishd with a floating coat ofneatcement completeasper standard design
1927Inside size 90 x 80 cm & 45 cmdeep including CI cover with frame (light duty) 455 x 610mm internal dimensions, total weight of cover & frame to be not lessthan 38 kg (weight of cover 23 kg and weight of frame 15 kg)
1928With common burnt clay F.P.S.(non modular) bricks of classic designation 7.5
1929Extra for depth for manholes:
1930size 90 X 80 cm
1931With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
1932Constructing Brick Masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top with FPS bricksclass designation 75in cement mortar 1:4 (1 cement : 4 Coarse sand), inside cement plaster 12mm thick with cement mortar 1:3 ( 1 cement : 3 coarse sand) finished with a floating coat of of neat cement, foundation concrete 1:3:6 mix ( 1 cement : 3 coarse sand :6 graded stone aggregate 40mm nominal size) and making necessary channel in Cement Concrete 1:2:4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design.
19330.91m deep with SFRC cover and frame (heavy duty HD-20 grade designation) 560mm internal diameter conforming to I.S:12592, total weight of cover and frame to be not less than 182Kg. fixed in cement concrete 1:2:4 mix (1cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size) including centering, shuttering all complete.(Excavation foot rests and 12mm thick cement plaster at the external surface shall be paid for separately)
1934with common burnt clay F.P.S.(non module) brick of class designation 7.5
1935Extra depth for circuler type manholes 0.91 m internal dia ( at bottom ) beyond 0.91m to 1.67 m .
1936with common burnt clay F.P.S.(non module) brick of class designation 7.5
1937Providing and fixing square mouthS. W. Gully trapclass SP-1 complete with C.I. gratingbrickmasonry chamber with water tight CI cover with frame of 300 x 300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design
1938180 x 150 mm. size P type
1939With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
1940Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design :
1941With 20 mm diameter round bar
1942Hume pipe
1943Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :
1944All kinds of soil
1945Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm
1946Providing 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 :
1947450 mm dia. R.C.C. pipe
1948Providingandlayingcementconcrete 1 : 5 : 10 (1 cement : 5 coarse sand : 10 gradded stoneaggregate40 mm nominal size) alround S.W. Pipesincludingbed concrete as per standard design.
1949450 mm diameter S.W.Pipe
1950Supplying, installing, testing & commissioning of following type compartmentalised wall mounted / floor mounted cubicle board made from 2mm thick CRCA sheet dust & vermin proof duly phosphatized & powder coated inclusive of suitable size 4 strip Al. Busbar complete with interconnection providing Lugs, inter-earthing, painting etc. i/c providing & fixing below noted accessories:
1951Receiving,unloading,storing, handling, installation, testing and commissioning of following MV Switchboards complete as required and as per site condition and dimension of all panels shall be carried out as per the attachad sld
1952FEEDER PILLAR
1953Design, Manufacturing, supplying, fixing in position, testing and commissioning of the following front operated front access 2mm thick CRCA steel enclosure free standing, water, dust and vermin proof outdoor type Feeder pillars with IP-55 protection hinged and lockable doors complete with interconnections copper crimping lugs, brass glands bonding to earth and painting, suitable for use at 415 volts, 3 phase 4 wire 50 Hz system . The panels fault withstanding capacity shall be of 25 MVA at 415 volts. All live accessories part shall be shrouded and all equipment shall be finger touch proof. The bus bars shall be of colure coded with Heat shrinkable PVC insulated sleeves.
1954FEEDER PILLAR-2 FOR BOYS DORMITORY, TYPE-II, VICE PRINCIPAL & GUEST HOUSE, TYPE-III
1955INCOMER
19561 No. 250A, 415V, Ics=25kA, 4P MCCB with thermal magnetic trip unit.
19571 No. Digital multifunction meter(V+A+Hz) with a set of cast resin CTs 250/5A.
19581 Set of Phase indicating lamp with MCB
1959BUS BARS-I :
1960300A TPN bus bars of aluminium alloy.
1961For emergency supply
19621 No. 63A, 415V, Ics=25kA, 4P MCCB with thermal magnetic trip unit.
19631 Set of On indicating lamp with MCB
1964BUS BARS-II :
1965100A TPN bus bars of aluminium alloy.
1966OUT GOING BUS-I :
19678 Nos. 63A 415V, 4P MCCB of 15kA .
19681 No. 100A 415V, 4P MCCB of 15kA .
19691 No. MCB Space.
1970OUT GOING BUS-II :
19712 Nos. 63A 415V, 4P MCB of 10kA .
19721 No. 40A 415V, 4P MCB of 10kA with 40A 4P Contactor & timer switch .
19732 Nos. 25A 415V, 4P MCB of 10kA .
19741 No. MCB Space.
1975METER BOARDS
1976Supply, installation, testing and commissioning of M.V. cubical type totally enclosed dust, dump and vermin proof Meter Bords complete with bus bars, MV danger notice plate, on surface ISI marked Electronic kWh meter, indication lamps, CT"s, Interconnection with suitable capacity aluminium strips / rods, door covers, seperate compartment for each meter, glass inspection window, connection of incoming and outgoing cables with thimbles, powder coated having following incoming and outgoingMCBs MCCBs and kWh meters complete as required.
1977PANEL - BOYS DORMITORY & GIRLS DORMITORY
19781 No. 100, 415V, Ics= 16kA, 4P MCCB with O/C, S/C protection & on indication lamp.
1979BUS BARS:
1980125A TPN bus bars of aluminium alloy.
1981OUT GOING:
19824 Nos. 40A DP MCB of 10kA with space for electronic direct kWh energy meter complete with all necessary wiring as per the Meter vendor requirement.
19831 No. 40A DP MCB of 10kA.
1984METER BOARDS - TYPE-II (G)
19851 No. 40A, 415V, Ics= 16kA, 4P MCCB with O/C, S/C protection & on indication lamp.
1986OUT GOING:
1987Electronic direct kWh energy meter complete with all necessary wiring as per the Meter vendor requirement.
19881 No. 40A DP MCB of 10kA.
1989METER BOARDS - VICE PRINCIPAL
19901 No. 63A, 415V, Ics= 16kA, 4P MCCB with O/C, S/C protection & on indication lamp.
1991OUT GOING:
1992Electronic direct kWh energy meter complete with all necessary wiring as per the Meter vendor requirement.
1993METER BOARDS - TYPE-III RESIDENCE (G+2)
19941 No. 100A, 415V, Ics= 16kA, 4P MCCB with O/C, S/C protection & on indication lamp.
1995BUS BARS:
1996125A TPN bus bars of aluminium alloy.
1997OUT GOING:
19986 Nos. 40A DP MCB of 10kA withelectronic direct kWh energy meter complete with all necessary wiring as per the Meter vendor requirement.
1999SUBHEAD - II - EARTHING
2000Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required.
2001Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonary enclosure with cover plate having locking arrangement and watering watering pipe 2.7 metre long etc. with charcoal/ coke and salt as required.
2002Earthing with Cu. earth Plate 600mm x 600mm x 3mm thick includingaccesssories, and providingmasonary enclosurewith cover plate (CI heavy duty) having locking arrangement and watering pipe pipe of 2.7 mtr long etc. with charcoal or coke and salt) as required.
2003Supplying and laying 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode, including connection with G.I. nut, bolt, spring, washer excavation and refilling etc. as required.
2004Providing and fixing 25 mm X 5 mm copper strip on surface or in recess for connections etc. as required. 2 nos used for 50 x 5 for the Neutral earthing of euipments )
2005Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required.
2006Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing etc. as required.
2007SUBHEAD - III - SUPPLYING & LAYING OF CABLE
2008L.T. CABLES
2009Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers,etc. conforming to IS 14930. Part II complete with fitting and cutting, Jointing etc. direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushing and protective covering etc., complete as required.
201063 mm dia (OD-63 mm & ID-51 mm nominal)
201190 mm dia (OD-90 mm & ID-76 mm nominal)
2012120 mm dia (OD-120 mm & ID-175 mm nominal)
2013Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing, etc. in the existing trench, complete as required.
201490 mm dia (OD-90 mm & ID-76 mm nominal)
2015120 mm dia (OD-120 mm & ID-175 mm nominal)
2016Laying of one number PVC insulated & PVC sheathed/ XLPE Power cable of 1.1 KV grade of following size in the existing RCC/HUME/METAL pipe as required.
2017Upto 35 sq.mm
2018Above 35 sq. mm and upto 95 sq. mm
2019Above 95 sq.mm and upto 185 sq.mm
2020Supply of following sizes of XLPE insulatedAluminum conductor strip/ wire Armoured, overall PVC sheathed 1.1 KV grade cables conforming to relevant IS-7098 Code and technical specifications.
20216 sq. mm 4 core
20222 X 10 sq. mm (28mm
20233½ X 25 sq. mm (28mm)
20243½ X 35 sq. mm (32mm)
20253½ X 50 sq. mm (35mm)
20263½ X 150 sq. mm (50mm)
20273½ X 185 sq. mm (57mm)
2028Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.
20294 X 6 sq. mm (28mm
20304 X 16 sq. mm (28mm
20313½ X 25 sq. mm (28mm)
20323½ X 35 sq. mm (32mm)
20333½ X 50 sq. mm (35mm)
20343½ X 150 sq. mm (50mm)
20353½ X 185 sq. mm (57mm)
2036Providing, laying and fixing following dia RCC pipe NP2 class (light duty) in ground complete with RCC collars, jointing with cement mortar 1:2 (1 cement : 2 fine sand) including trenching (75 cm deep) and refilling etc as required.
2037150 mm dia
2038250 mm dia
2039SUB HEAD -IV :EXTERNAL LIGHT
2040Erection of metallic pole of following length in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) foundation including excavation and refilling etc. as required.
2041Above 6.5 metre and upto 8.0 metre
2042Supplying, installation, testing and commissioning of 50W LED Street LightIP66 LED with High performance having system lumen output of minimum 9900 lumens, contemporary designed housing made of die-cast aluminium, with street optic LENS for uniform light distribution. PF better than 0.9, CRI better than 70 complete with all accessories. Wipro Cat No.: LR 02-102-XXX-57-G2 Street light
2043Supplying, installation, testing and commissioning of 50W LEDSolar Street Light On 6 Meter GI octagonal Pole having Compact, Aesthetic, Eco friendly & modern integrated Solar street light in extruted Aluminum construction with high efficiency monocrystalline silicon photo voltaic panel, high efficacy SMD LED 6500K having secondary lens optics for street lighting distribution, high performance lithium battery, MPPT charge controller & Intelligent control module/sensor with higher reliability, long service life, suitable for easy & quick installation. Wipro Cat No.:LR 14-591-XXX-65-XX.
2044Supply, testing & commissioning of 6.0 meter high G.Ioctagonal pole (Above Ground Level) with single/double arm as per requirement of suitable length with inbuilt junction box with 10A SP MCB, connectors for incoming/outgoing cable connection and 300mm x 300mm x 20 mm thick base plate and bracket (double arm/single arm whichever required) complete in all respect.
2045Supplying and laying cable through GI pipe upto junction box including excavation and back filling, wiring with 2 x 2.5 sq.mm PVC insulated 1100 volts grade copper conductor wires from junction box to lighting fixturecomplete.
2046SUB HEAD -V :EARTHING AND MISCELLANEOUS ITEMS (Non DSR Items)
2047Supplying and fixing of high voltage insulation mat of class B having 1.1 KV dielectric strength, 1000mm width and thickness of 2.0 mm ISI approved as required including cutting to required lengths.
2048Supplying of fire bucket painted red with stand and approved quality conforming to IS:254/1974
2049Supplying and Fixing of Powder Fire Extinguisher (Stored Pressure type)Capacity 06 Kg duly ISI marked conforming to IS: 15683:2006, with IS 14609, ISI marked ABC powder complete with squeeze grip release valve, discharge pipe, locking arrangement, pressure gauge & suitable M.S. bracket as required.
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