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| 1 | Earthwork in excavation by mechanical means(Hydraulic excavator)/ manual means over areas(exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift upto 1.5 m, disposed earth to be levelled and neatly dressed.- All kinds of soil. |
| 2 | Earthwork in excavation by mechanical means(Hydraulic excavator)/ manual means in foundation trenches or drains(not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.- All kinds of soil. |
| 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 centring and shuttering.-All work upto plinth level: |
| 5 | i) i) 1:4:8(1 cement:4 fine sand:8 graded well burnt brick aggregate 40 mm nominal size) |
| 6 | ii) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size) |
| 7 | First class brick work in foundation and plinth including cost of all materials as required complete.:- |
| 8 | i) In cement mortar 1:4( 1 cement :4 fine sand). |
| 9 | First class brick work in superstructure above plinth level & upto floor-five level including cost of all materials as required complete:- |
| 10 | i) In cement mortar 1:4 (1 cement : 4 fine sand). |
| 11 | Extra for brick masonry work in triangular, square and rectangular pillars including cost of all materials as required complete |
| 12 | Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete:- |
| 13 | i) In cement mortar 1:4 (1 cement : 4 fine sand). |
| 14 | 12 mm cement plaster of mix: |
| 15 | i) Cement mortar 1:4 (1 cement : 4 fine sand) |
| 16 | 15 mm cement plaster on the rough side of single or half brick wall of mix: |
| 17 | i) Cement mortar 1:4 (1 cement : 4 fine sand) |
| 18 | Neat cement punning. |
| 19 | Providing and laying cement plaster skirting upto 300 mm height with cement mortar 1 : 3 ( 1 cement : 3 fine sand ) finished with a floating coat of neat cement including rounding of junctions etc. complete |
| 20 | i) 18 mm thick. |
| 21 | Providing and laying cement concrete 1:2:4 (1 cement : 2 fine sand : 4 graded well burnt brick aggregate) flooring finished with a floating coat of neat cement including cement slurry, rounding of edges and strips etc. complete. |
| 22 | i) 40 mm thick with 20 mm well burnt brick aggregate |
| 23 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size). |
| 24 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. |
| 25 | i) Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 26 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. |
| 27 | i) i) Hot finished welded type tubes |
| 28 | Providing structural steel work in single section fixed with or without connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete as required. |
| 29 | 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. |
| 30 | i) 0.63mm thick with zinc coating not less than 275gm/m2 |
| 31 | Painting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade [Payment shall be made after submission of Test Certificate issued by the Manufacturer] : |
| 32 | i) New work (two or more coats) including a coat of appropriate steel primer but excluding a coat of mordant solution |
| 33 | Applying a coat of mordant solution on G.S. sheet [Payment shall be made after submission of Test Certificate issued by the Manufacturer] : |
| 34 | i)With a solution made of 38 gms of copper acetate in litre of soft water |
| 35 | 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 approvedsteel primer etc. complete as required:- |
| 36 | i) i) Using M.S. angels 40x40x6 mm for diagonal braces. |
| 37 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade [Payment shall be made after submission of Test Certificate issued by the Manufacturer]: |
| 38 | i) Two or more coats on new work over an under coat of suitable shade with ordinary paint (primer) of approved brand and manufacture |
| 39 | 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. |
| 40 | i)Fixed to steel windows by welding. |
| 41 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 fine sand : 6 graded well burnt brick aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. |
| 42 | Providing and fixing MS bolts including nuts and washers complete as per standard design:- |
| 43 | i) i) Upto 300mm length |
| 44 | Applying one coat of water thinnable cement primer of approved brand and manufacturer on wall surface complete. |
| 45 | i) Water thinnable cement primer |
| 46 | Providing and fitting fixing of M.S shore manifold made with 3mm thick MS sheet of size one way 315 mm dia & three way 125 mm dia made with suitable flange(all end) including coating with sheet primer(tailpiece if required will be paid separately) including proper alignment with pipe line & earth cutting ,backfilling complete as per direction of Engineer-in-charge. |
| 47 | Providing & fixing G.I. plug of approved quality.i) 125 mm dia |
| 48 | Excavating trenches of required width for pipes, cables, etc. including excavation for sockets and dressing of sides ramming of bottoms , depth minimum 1.25m 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 layers by ramming watering etc. and disposal of surplus excavated soil as directed within a lead of 50 m as per CPWD Specification & direction of Engineer-in-charge.A) All kinds of soil. |
| 49 | a) Pipe , cables etc. exceeding 75mm dia but not exceeding 160 mm dia . |
| 50 | b) Pipe , cables etc. exceeding 200 mm dia but not exceeding 315 mm dia . |
| 51 | Providing and laying different dia rigid UPVC pipes of Working Pressure 2.5 kg/4.0 kg/ sq.cm. complete with necessary coupler and solvent cement as per CPWD Specification & direction of Engineerin- charge. |
| 52 | i) 90 mm dia |
| 53 | ii) 110 mm dia |
| 54 | iii) 140 mm dia |
| 55 | iv) 160 mm dia |
| 56 | v) 200 mm dia |
| 57 | vi) 250 mm dia |
| 58 | vii) 315 mm dia |
| 59 | Providing and fitting fixing of different dia rigid UPVC unequal Tee (including earth cutting & backfilling all socketted) suitable for pipes as per IS specification of Working pressure 2.5/4.0 kg/sq.cm confirming to IS: 10124 (Part-V) as per CPWD Specification & direction of Engineer-in-charge. |
| 60 | i) 250x250x160 mm dia |
| 61 | ii) 250x250x140 mm dia |
| 62 | iii) 200x200x160 mm dia |
| 63 | iv) 200x200x140 mm dia |
| 64 | v) 160x160x140 mm dia |
| 65 | vi) 160x160x110 mm dia |
| 66 | vii) 160x160x90 mm dia |
| 67 | viii) 140x140x110 mm dia |
| 68 | ix) 140x140x90 mm dia |
| 69 | x) 110x110x90 mm dia |
| 70 | Providing and fitting fixing of different dia rigid UPVC equal Tee (including earth cutting & backfilling all socketted) suitable for pipes as per IS specification of Working pressure 2.5/4.0 kg/sq.cm confirming to IS: 10124 (Part-V) as per CPWD Specification & direction of Engineer-in-charge. |
| 71 | i) 90x90x90 mm dia |
| 72 | Providing and fitting fixing rigid UPVC Reducing socket (one size lower at one end, both end socketted) suitable for pipes of Working pressure 2.5/4.0 kg/sq.cm. as per CPWD Specification & direction of Engineer-in-charge. |
| 73 | i) 315x250 mm dia |
| 74 | ii) 250x200 mm dia |
| 75 | iii) 200x160 mm dia |
| 76 | iv) 160x140 mm dia |
| 77 | v) 140x110 mm dia |
| 78 | vi) 110x90 mm dia |
| 79 | Providing & fitting fixing rigid UPVC bend(30 degree,45 degree,60 degree, 90 degree) for UPVC pipes as per IS specification of Working pressure 2.5/4.0 kg/sq.cm as per CPWD Specification & direction of Engineer-in-charge. |
| 80 | i) 160 mm dia |
| 81 | ii) 140 mm dia |
| 82 | iii) 110 mm dia |
| 83 | iv) 90 mm dia |
| 84 | 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. |
| 85 | i) 200 mm diaA.PN - 1.6 |
| 86 | ii) 150 mm diaA.PN - 1.6 |
| 87 | iii) 125 mm diaA.PN - 1.6 |
| 88 | iv) 100 mm dia.A.PN - 1.6 |
| 89 | Providing & fitting fixing MS tail piece with MS flange suitable for pipes complete as per CPWD Specification & direction of Engineerin- charge. |
| 90 | i) 100 mm dia PVC Pipe |
| 91 | ii) 125 mm dia PVC Pipe |
| 92 | iii) 150 mm dia PVC Pipe |
| 93 | iv) 200 mm dia PVC Pipe |
| 94 | Providing and fitting fixing of G.I hydrant suitable for PVC pipes as per standard specification complete as per direction of Engineer-incharge (Rate excluding the cost of NTP control valve).i) 80X50 mm dia |
| 95 | Providing and fitting fixing of CI(Cast Iron) NTP control valve (40 mm) suitable for fitting fixing with GI hydrant point as per CPWD Specification & direction of Engineer-in-charge. |
| 96 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering --All work upto plinth level: |
| 97 | i) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 20 mm nominal size) |
