| 1 | 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All Kinds of Soil | 1 | 50.91 | cum |
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| 2 | 2 | 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. All Kinds of Soil | 2 | 33.94 | cum |
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| 3 | 3 | Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete. | 3 | 10.92 | cum |
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| 4 | 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering. a) All work upto plinth livel i) 1 : 2 : 4 ( 1 cement : 2 fine sand : 4 graded well burnt brick aggregate of 20 mm nominal size) | 4 | 0.51 | cum |
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| 5 | 4.01 | ii) 1 : 3 : 6 ( 1 cement : 3 fine sand : 6 graded well burnt brick aggregate of 40 mm nominal size) | 5 | 2.42 | cum |
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| 6 | 4.02 | iii) 1 : 4 : 8 ( 1 cement : 4 fine sand : 8 graded well burnt brick aggregate of 40 mm nominal size) | 6 | 3.86 | cum |
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| 7 | 5 | Centering shuttering including struttings, proppingetc. and removal of form work for: i) Foundations, footings, bases for columns | 7 | 12 | cum |
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| 8 | 5.01 | ii) Columns, piers, abutments, pillaras, posts and struts | 8 | 8.5 | cum |
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| 9 | 6 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement- -All work upto plinth level: i) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size | 9 | 1.9 | cum |
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| 10 | 7 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centering, shuttering, finishing and reinforcement- A) In plinth and skirting courses, fillets, columns, pillars, posts and struts. i) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size) | 10 | 1.08 | cum |
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| 11 | 8 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centering, shuttering, finishing and reinforcement- A) RCC work in suspended floors, roofs having slope upto 15° landings, balconies, shelves and chajjasi) i)1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size | 11 | 1.29 | cum |
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| 12 | 8.01 | B) RCC work in beams, lintels, bands, plain window sills, staircases and spiral staircases excluding precast spiral staircase. i) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size | 12 | 0.27 | cum |
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| 13 | 9 | Centering shuttering including struttings, propping etc. and removal of form work for: i) Foundations, footings, bases for columns etc. for mass concrete with timber plank | 13 | 8.5 | sqm |
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| 14 | 9.01 | ii) Suspended floors, roofs, landings, balconies and access platform with timber planks | 14 | 15 | sqm |
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| 15 | 9.02 | iii) Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank | 15 | 14 | sqm |
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| 16 | 9.03 | iv) Columns, Pillars, Piers, Abutments, Posts and Struts with wooden plank | 16 | 11 | sqm |
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| 17 | 9.04 | v) Weather shade, Chajjas, corbels etc., including edges. | 17 | 8 | sqm |
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| 18 | 10 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto floor five level i) Thermo-Mechanically Treated bars/ Cold twisted deformed steel bar | 18 | 580 | kg |
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| 19 | 11 | First class brick work in foundation and plinth including cost of all materials as required complete: i) In cement mortar 1:4 ( 1 cement : 4 fine sand ) | 19 | 17.95 | cum |
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| 20 | 12 | First class brick work in superstructure above plinth level & upto floor-five level including cost of all materials as required complete: i) In Cement mortar 1:4 ( 1 cement : 4 fine sand ) | 20 | 1.63 | cum |
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| 21 | 13 | Extra for brick work in triangular, square and rectangular pillars including cost of all materials as required complete. | 21 | 1.63 | cum |
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| 22 | 14 | Half brick masonry work with first class bricks in foundation and plinth including cost of all materials as required complete:-i) In Cement mortar 1:4 ( 1 cement : 4 fine sand ) | 22 | 12 | sqm |
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| 23 | 15 | Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete:- i) In Cement mortar 1:4 ( 1 cement : 4 fine sand ) | 23 | 39.92 | sqm |
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| 24 | 16 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. all complete. i ) Fixed to steel windows by welding. | 24 | 64.8 | Kg |
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| 25 | 17 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, & with cleats with bolts & nuts, rivets, locking arrangement, handles, hooks & eyes, pinlets including embedding in cement concrete of required grade for fixing in position, all necessary fittings, including applying a priming coat of approved steel primer etc. complete as required i) Using flats 30x6mm for diagonal braces and central cross piece. | 25 | 5.76 | sqm |
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| 26 | 18 | 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. i) Hot finished welded type (40 mm dia)\n | 26 | 128 | Kg |
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| 27 | 19 | Providing and fixing M.S. round holding down bolts withnuts and wahser plates complete as per standard design. | 27 | 16 | kg |
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| 28 | 20 | Providing and laying cement concrete 1:2:4 (1 cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size) flooring finished with a floating coat of neat cement including cement slurry, rounding of edges and strips and cost of glass strips etc. complete. i) 40 mm Thick | 28 | 14.1 | sqm |
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| 29 | 21 | Providing corrugated G.S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces) excluding the cost of purlins, rafters and trusses and including =cutting to size and shape wherever required. i) 0.63 mm thick Zinc Coating not less 275 Gm/m2 | 29 | 24.25 | sqm |
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| 30 | 22 | 12 mm cement plaster of mix. i) In cement mortar 1:4 (1 cement : 4 fine sand) | 30 | 82 | sqm |
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| 31 | 23 | 15 mm cement plaster on the rough side of single or half brick wall of mix. i) In Cement mortar 1:4 ( 1 cement : 4 fine sand ) | 31 | 65 | sqm |
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| 32 | 24 | Neat cement punning. | 32 | 45 | sqm |
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| 33 | 25 | Distempering with oil bound washabale distemper of approved brand and manufacture and of required shade on new work (two or more coats ), over and including a priming coat of cement primer to give an even shade complete. ( Payment shll bemade after submission of Test certificate issued by the manufacturer) | 33 | 54 | sqm |
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| 34 | 26 | Finishing walls with water proofing cement paint of required shade of approved brand and manufacture on new work ( two or more coats applied @ 3.84 kg/10 sqm) complete. [Payment shall be made after submission of Test Certificate issued by the Manufacturer] | 34 | 72.5 | sqm |
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| 35 | 27 | Painting with synthetic enamel paint ( two or more coats ) of required colour of approved brand and manufacture on new work to give an even shade. ( Payment shall be made after submission of Test Certificate issued by the Manufacturer | 35 | 22 | Sqm |
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| 36 | 28 | Providing, fixing and laying rigid UPVC pipes conforming to IS : 4985 jointing with couplers, of same class conforming to IS : 10124 ( Pt-II ) with solvent cement conforming to IS : 14182 including testing of joints complete ( but excluding the cost of specials like bend, tees etc. which will be paid separately ) as per CPWD specification and direction of the Engineer - in - charge. A. Class - 3 ( working pressure 6.0 kg / cm2) i) 40 mm OD | 36 | 130 | Mtr |
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| 37 | 28.01 | ii) 90 mm OD | 37 | 1200 | Mtr |
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| 38 | 28.02 | iii) 110 mm OD | 38 | 1200 | Mtr |
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| 39 | 28.03 | iv) 140 mm OD | 39 | 800 | Mtr |
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| 40 | 29 | Providing, fixing and laying fabricated UPVC bend of required degree conforming to IS : 10124 ( part 8 / 9 / 10 / 11 / 12 / 13 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. i) 90 mm dia | 40 | 7 | each |
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| 41 | 29.01 | ii) 110 mm dia | 41 | 4 | Each |
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| 42 | 29.02 | iii) 140 mm dia | 42 | 3 | Each |
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| 43 | 30 | Providing, fixing and laying fabricated UPVC end cap conforming to IS : 10124 ( Part 4 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. i) 90 mm dia | 43 | 5 | each |
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| 44 | 30.01 | iii) 110 mm dia | 44 | 2 | each |
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| 45 | 31 | Providing, fixing and laying fabricated UPVC equal tee conforming to IS : 10124 ( Part 5 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. i) 90 x 90 mm dia | 45 | 5 | each |
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| 46 | 31.01 | ii) 110 x 110 mm dia | 46 | 4 | each |
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| 47 | 31.02 | iii) 140 x 140 mm dia | 47 | 3 | each |
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| 48 | 32 | Providing, fixing and laying fabricated UPVC straight reducer conforming to IS : 10124 ( Part 3 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. i) 110 x 90 mm dia | 48 | 5 | each |
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| 49 | 32.01 | ii) 140 x 110 mm dia | 49 | 4 | each |
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| 50 | 33 | Providing, fixing and laying flanged fabricated UPVC tailpiece conforming to IS : 10124 ( Part 6 ) with G.I. flange ( 8 mm thick ) with solvent cement conforming to IS - 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. i) 90 mm dia | 50 | 2 | No |
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| 51 | 33.01 | ii) 110 mm dia | 51 | 4 | Nos. |
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| 52 | 33.02 | iii) 140 mm dia | 52 | 6 | Nos. |
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| 53 | 34 | Providing and fixing G.I. pipes medim class as per IS : 1239 with latest amendment complete with G.I. fittings including trenching and refilling, cutting and making good the walls etc. complete as per CPWD specification and direction of the Engineer - in - charge. i) 15 mm dia. nominal bore | 53 | 200 | Mtr |
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| 54 | 35 | Providing and fixing C.I. non-return valve of approved quality as per of CPWD specification and direction of the Engineer - in - charge. i) 100 mm nominal bore | 54 | 1 | each |
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| 55 | 36 | Providing and fixing brass ferrule with C.I. cover conforming to IS : 2692 including boring and tapping the main as per CPWD specification and direction of the Engineer - in - charge. i) 10 mm nominal bore | 55 | 180 | each |
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| 56 | 37 | Providing and fixing C.I. sluice valves ( with cap ) complete with bolts, nuts, rubber insertions etc. ( the tail pieces if required will be paid separately ) as per CPWD specification and direction of the Engineer - in - charge. i) 80 mm dia./ PN - 1.0 | 56 | 1 | each |
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| 57 | 37.01 | ii) 100 mm dia./ PN - 1.0 | 57 | 2 | each |
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| 58 | 37.02 | ii) 150 mm dia./ PN - 1.0 | 58 | 3 | each |
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| 59 | 38 | Providing and laying D.I. specials of class K - 12 suitable for push - on jointing as per IS : 9523 as per CPWD specification and direction of the Engineer - in - charge. i) Upto 300 mm dia. | 59 | 0.56 | ton |
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| 60 | 39 | Charges for push-on ( Tyton ) joints to centrifugually ( Spun ) cast iron pipes or ductile iron pipes including testing of joints and including the cost of rubber gasket as per CPWD specification and direction of the Engineer - in - charge. i) 80 mm dia | 60 | 1 | each |
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| 61 | 39.01 | ii) 150 mm dia. | 61 | 60 | each |
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| 62 | 40 | Charges for laying S & S Centrifugally Cast ( Spun ) Ductile Iron Class K-7 Pipes conforming to IS : 8329 as per CPWD specification and direction of the Engineer - in - charge. i) 150 mm dia | 62 | 300 | Mtr |
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| 63 | 41 | Charges for cutting D.I. pipe with steel saw by manual means as per CPWD specification and direction of the Engineer - in - charge. i) 150 mm dia | 63 | 10 | each |
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| 64 | 42 | Providing and fixing G.I. Nipple of medium class as per CPWD specification and direction of the Engineer - in - charge i) 15 mm dia 75 mm long | 64 | 180 | each |
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| 65 | 42.01 | ii) 15 mm dia 150 mm long | 65 | 180 | each |
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| 66 | 43 | Providing and laying of flexible PVC pipe (conforming to IS:7634) complete as per specification and direction of the Engineer - in - charge (cost of earth work and fittings will be paid separately). i) 15 mm dia | 66 | 680 | Mtr |
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| 67 | 43.01 | ii) 20 mm dia | 67 | 50 | Mtr |
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| 68 | 44 | Excavating trenches of required width for pipes, cables etc. including exacavation for sockets, dressing of sides where required, ramming of bottoms, depth upto 1500 mm (slope-1 in 200)including getting out the excavated soil and backfilling of soil as required after laying of pipeline, in layers not exceeding 200 mm in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil with all required leads as per Chapter - 2 of CPWD specification and direction of the Engineer - in - charge. A) For UPVC pipes in new work. a. All kind of Soils i) For pipes not exceeding 90 mm dia | 68 | 1971 | Mtr |
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| 69 | 44.01 | ii) For pipes exceeding 90mm dia but not exceeding 300mm dia. | 69 | 2040 | Mtr |
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| 70 | 44.02 | B) For GI/CI/DI pipes in new work. a) All kind of Soils i) For pipes exceeding 90mm dia but not exceeding 300mm dia. | 70 | 306 | Mtr |
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| 71 | 45 | Providing and fixing G.I. Bend /elbow in the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. i) 15 mm dia | 71 | 540 | each |
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| 72 | 45.01 | ii) 80 mm dia | 72 | 1 | each |
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| 73 | 46 | Providing and fixing G.I. equal Tee with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. i) 20 x 20 x 20 mm dia | 73 | 3 | each |
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| 74 | 47 | Providing and fixing G.I. Reducer with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. i) 100 x 80 mm dia | 75 | 1 | each |
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| 75 | 47.01 | ii) 125 x 100 mm dia | 76 | 1 | each |
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| 76 | 48 | Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer - in - charge. i) 15 mm dia | 77 | 230 | each |
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| 77 | 49 | Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge. i) 15 mm dia | 78 | 180 | each |
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| 78 | 50 | Providing and fitting fixing steel sheet enclosed switch fuse unit (suitable for DIN fuses), triple pole with Neutral Link (TPN), 415/500 Volt, L & T / Havells / BCH make etc. complete as per specification and direction of the Engineer-in-charge. i) 100 amps | 79 | 1 | each |
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| 79 | 51 | Providing and fitting fixing of Fully Automatic Star Delta type Motor starter ( 3 ph. 50 Hz, 415V, in Steel Sheet Enclosures with Contractors and Timer etc. complete suitable for submersible Pump L & T, BCH, ABB make as per specification and direction of the Engineer-in-charge. i) 35 HP/26 kw Relay range within 20-32 + 10% | 80 | 1 | each |
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| 80 | 52 | Providing and fitting fixing of 6 feet x 4 feet x 1 inch (thickness) Gamair wood / plywood pannel board for fitting fixing of electrical items, in/c 2 nos MS angle post ( size 2 inch x 2 inch x 9 feet ), nuts & bolts etc. for irrection of the same by 1:1.5:3 cement concrete casting (1 feet x 1 feet x 2 feet) below the ground level and painting two or more coats & plastic paint as per specification and direction of the Engineer-in-charge. | 81 | 1 | each |
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| 81 | 53 | Providing and fitting fixing with PVC insulated single core multistrand Copper cable conforming to IS : 694 for inter connection with all electrical equipments of the pannel board as per specification and direction of the Engineer-in-charge. i) 10 sqmm | 82 | 30 | Mtr |
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| 82 | 54 | Providing and fitting fixing of moving iron type, Range 0-500 V, 96 mm x 96 mm size AC Volt meter ( L & T / AE make) with selector switch as a electrical instrument of the pannel board as per specification and direction of the Engineer-in-charge. | 83 | 1 | each |
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| 83 | 55 | Providing and fitting fixing of moving iron type, Range 0-100/0-200 amps, 96 mm x 96 mm size AC Amps meter direct reading type (L & T/ AE make) with selector switch and CT coil as a electrical instrument of the pannel board as per specification and direction of the Engineer-in-charge. | 84 | 1 | each |
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| 84 | 56 | Providing and fitting fixing of Moulded Case Circuit Breaker (MCCB) of different Thermal release range , 415 + V, 50Hz (L & T, BCH, ABB make) as per specification and direction of the Engineer-in-charge. i) 50-63 Amps | 85 | 1 | No |
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| 85 | 57 | Providing earthing with perforated 40 mm dia G.I. pipe (Medium class) (12 mm dia perforation),laying of 4 mm dia GI wire from earth electrode to panel, including excavating hole of 600 mm dia and refilling with Salt and Charcoal / coke in alternate layers of 300 mm , as per standard specification and direction of the Engineer-in-charge. i) For 3-phase connection with 4.00 mtr. Long G.I. pipe | 86 | 1 | No. |
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| 86 | 58 | Providing and fitting fixing 3 phase indicating lamp fiited with panel board with three different colour lamps with batten holder complete as per specification and direction of the Engineer-in-charge. | 87 | 1 | No. |
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| 87 | 59 | Providing and fitting fixing heavy duty box type (Resin filled) power factor correction capacitor L & T make etc. complete as per specification. i) 5-15 kVAr 440 V | 88 | 5 | KVAr |
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| 88 | 60 | Providing & fabrication of column pipe including fitting fixing of G.I. flange by cutting the GI pipe ( conforming to IS : 1239 medium class ) into 3.05 mtr. long and welding the same with GI flange as per specification and direction of the Engineer-in-charge ( G.I. pipe will be provided by the agency at his own cost & risk). i) For 80 mm dia G.I. pipe with 10 mm thick GI flange | 89 | 10 | each |
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| 89 | 61 | Providing and fitting fixing of pressure meter ( 0.0 - 14.0 Kg/ sqcm.) as per specification and as per specification and the direction of the Engineer - in-charge. | 90 | 1 | No. |
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| 90 | 62 | Providing & fitting fixing of G.I. flange ( 10 mm wall thickness ) by welding with G.I. / MS pipe and placing position as per specification and the direction of the Engineer-in-charge. i) 100 mm dia | 91 | 4 | Each |
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| 91 | 62.01 | ii) 125 mm dia | 92 | 8 | Each |
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| 92 | 63 | Making road crossing by horizontal boaring for smooth laying of UPVC/CI/DI/GI pipes etc. of required dia complete as per specification and the direction of the Engineer-in-charge. A. By manual means | 93 | 130 | Mtr |
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| 93 | 64 | Providing and placing of G.I. pipe over the pump house on top portion of the R.C.C. column as per specification and the direction of the Engineer-in-charge. i) 125 mm dia | 94 | 6 | Mtr |
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| 94 | 65 | Providing and fitting fixing PVC / plastic bib cock conforming to IS : 9763 in hydrant points at different location as per specification & direction of the Engineer-in-charge. i) 15 mm dia PVC /plastic bib cock | 95 | 180 | Each |
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| 95 | 66 | Supplying and fitting fixing of 10000 GPH and 20HP, 76 mtrs. Head water lubricated submersible pump motor set of maximum 100 mm outer dia. With maximun 5(five) stages coupled with required water and non-cover loading submersible motor suitable for 340-440 volts, 3 phase 50Hz, A.Cupply and star delta method of starting along with 35 mtrs. x 2 x 3 x 4 sq.mm joint less PVC 3 (three) core double length flat cable (continuous length) of suitable size fitted with submersible motor, suction case, strainer, coupling key, vertical non- return valve cum discharge case including supplying of 10 Nos. suitable cable guard with clips and nuts & bolts, 2 (two) pair M.S. column clamps as per direction of Engineer-in-charge conforming to terms & conditions of the contract. (Each pump with motor shall consists of stainless stell closed type impeller , C.I. bowl, C.I discharge case, pump shaft (styainless steel), bush (bronze), shaft sleeve (bronze/ chromium), sand guard, winding rotor, stator, counter thrust plate, thrust plate, thrust bearing segment etc. conforming to relevant BIS codes).(KSB/WPL/CRI/DUKE Make) | 96 | 1 | No. |
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| 96 | 67 | Providing & fitting, fixing of single phase preventer of 3 phase 3 wire system, 415 VAC, 2 C/O with steel sheet encloser confirming is to IS: 13823-1 Cat No. MG53BF (L&T make) as per specification and direction of the Engineer-in-charge. | 97 | 1 | No. |
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| 97 | 68 | Supplying and wooden toolbox of size 1.00 x 0.60 x 0.75 m in/c MS bolt hinge with necessary screw, sliding door bolt and painting complete as per direction of the Engg-in-Charge. | 98 | 1 | No. |
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| 98 | 69 | Supplying ISI marked/ Taparia make tools for water scheme. i) Sly wrenches (12”) | 99 | 1 | Each |
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| 99 | 69.01 | ii) Pipe wrench (14”) | 100 | 1 | Each |
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| 100 | 69.02 | iii) Pliers (8”) | 101 | 1 | Each |
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| 101 | 69.03 | iv) Screw Driver (8”) | 102 | 1 | Each |
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| 102 | 69.04 | v) Hacksaw frame with blade 2 Set | 103 | 1 | Each |
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| 103 | 70 | Providing & fitting, fixing of signboard (Size 1.00 X 0.75m) at water supply scheme in/c cost of 1mm thick plain aluminum or G.I. sheet with necessary MS angle (40 X 40 X 5mm) in/c necessary bending and fixing on the GCI walling of pump house and painting writing nail spikes etc. and carrying to the work site complete as per direction of the Engineer-in-Charge. | 104 | 1 | Each |
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| 104 | 71 | Supplying of armed plastic chair (Supreme make). | 105 | 2 | Each |
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| 105 | 73 | Supplying of wooden table with a drawer to the right side of size 48” X 30” X 30”. | 106 | 1 | No. |
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