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| 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.a) All Kinds of Soil |
| 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.A)All kinds of soil |
| 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. |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering. a) All work upto plinth livel |
| 5 | i) 1:2:4 ( 1 Cement: 2 fine sand : 4 well burnt brick aggregate 40 mm nominal size) |
| 6 | ii) 1 : 3 : 6 ( 1 cement : 3 fine sand : 6 graded well burnt brick aggregate of 40 mm nominal size) |
| 7 | iii) 1 : 4 : 8 ( 1 cement : 4 fine sand : 8 graded well burnt brick aggregate of 40 mm nominal size) |
| 8 | Centering shuttering including struttings, proppingetc. and removal of form work for: |
| 9 | i) Foundations, footings, bases for columns |
| 10 | ii) Columns, piers, abutments, pillaras, posts and struts |
| 11 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, 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 |
| 12 | 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 centring, shuttering, finishing and reinforcement-i) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size) |
| 13 | 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 centring, shuttering, finishing and reinforcement-i) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size |
| 14 | Centering shuttering including struttings, propping etc. and removal of form work for: |
| 15 | i) Foundations, footings, bases for columns etc. for mass concrete with timber plank |
| 16 | ii) Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank |
| 17 | iii) Columns, Pillars, Piers, Abutments, Posts and Struts with wooden plank |
| 18 | iv) Weather shade, Chajjas, corbels etc., including edges. |
| 19 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth Level level i) Thermo-Mechanically Treated bars of gradeFe-500D or more |
| 20 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above Plinth level i) Thermo-Mechanically Treated bars of gradeFe-500D or more |
| 21 | 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 ) |
| 22 | 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 ) |
| 23 | Extra for brick masonry work in triangular, square and rectangular pillars including cost of all materials as required complete. |
| 24 | 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 ) |
| 25 | 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 ) |
| 26 | 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. |
| 27 | 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. |
| 28 | 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 tubes |
| 29 | Providing and fixing M.S. round holding down bolts withnuts and wahser plates complete as per standard design. |
| 30 | Providing and laying cement concrete 1:2:4 (1 cement: 2 fine sand : 4 graded well burnt brick 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 |
| 31 | 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 |
| 32 | 12 mm cement plaster of mix.i) cement mortar 1:4 (1 cement : 4 fine sand) |
| 33 | 15 mm cement plaster on the rough side of single or half brick wall of mixCement mortar 1:4 ( 1 cement : 4 fine sand ) |
| 34 | 6 mm cement plaster of mix : |
| 35 | Cement mortar 1:4 (1 cement : 4 fine sand) |
| 36 | Neat cement punning. |
| 37 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 grams/ litre, of approved brand and manufacture to give an even shade [Payment shall be made after submission of Test Certificate issued by the Manufacturer] :12.35.1 New work ( two or more coats) over and including water thinnable priming coat with cement primer. |
| 38 | Finishing walls with water proofing cement paint of required shade of approved brand and manufacture [Payment shall be made after submission of Test Certificate issued by the Manufacturer] :New work ( two or more coats applied @ 3.84 kg/10 sqm) |
| 39 | Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content [Payment shall be made after submission of Test Certificate issued by the Manufacturer].With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre |
| 40 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade [Payment shall be made after submission of Test Certificate issued by the Manufacturer]:Two or more coats on new work |
| 41 | Making plinth protection 50mm thick of cementconcrete 1:3:6 (1 cement : 3 fine sand : 6 graded well burnt brick aggregate 20 mm nominal size) over75mm bed of dry brick ballast 40mm nominal sizewell rammed and consolidated and grouted with finesand including finishing the top smooth. |
| 42 | 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) 150 mm dia |
| 43 | 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. B) For GI/CI/DI pipes in new work.a) In All kind of Soilsi) For pipes exceeding 90mm dia but not exceeding 300mm dia. |
| 44 | 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. |
| 45 | ii) 100 mm dia. A. PN - 1.6 |
| 46 | ii) 150 mm dia. A. PN - 1.6 |
| 47 | 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. |
| 48 | Providing and 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. |
| 49 | (ii) 100 mm dia Ductile Iron Class K-7 pipes. |
| 50 | (iv) 150 mm dia Ductile Iron Class K-7 pipes. |
| 51 | 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.A.External work.i.150 mm dia. nominal bore |
| 52 | Charges for cutting D.I. pipe with mechanical cutter as per CPWD specification and direction of the Engineer - in - charge. |
| 53 | i) 100 mm dia |
| 54 | ii) 150 mm dia Please Enable Macros to View BoQ information |
