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| 1 | 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-1:1:2 (1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)Dam portion:1 X 4.50 X 1.20 X 0.500 = 2.70 cum |
| 2 | Centering shuttering including struttings, propping etc. and removal of form work for:Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply. 1 X 2 X 4.50 X 0.500 = 4.50 sqm |
| 3 | 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-500D or more Skin reinforcement @ 80.00 kg/cum of RCC = 80.00 X 2.70 kg = 216.00 kg |
| 4 | 6 mm cement plaster of mix :Cement mortar 1:3 (1 cement : 3 fine sand) 1 X 4.50 X (0.500+1.20+0.500) = 9.90 sqm |
| 5 | Providing and fixing of GI pipes for column post complete with necesarry M.S. square plates and making holes (16 mm dia) in/c cutting & placing complete as per direction of the Engineer-in-Charge.a) 80 mm dia Nominal bore |
| 6 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.-All kinds of soil 1X12X0.400X0.400X0.500 = 0.96 cum |
| 7 | 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. 1X12X0.400X0.400X0.100 = 0.192 cum |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering --All work upto plinth level:1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone aggregate20 mm nominal size)1X12X0.400X0.400X0.400 = 0.768 cum |
| 9 | Providing and fixing G.I. pipes of medium 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. Extenal Worki) 150 mm dia nominal bore |
| 10 | ii) 125 mm dia nominal bore |
| 11 | Supplying & fitting fixing of GI Pipe bend (medium class) of approved quality.i) 150 mm dia |
| 12 | ii) 125 mm dia |
| 13 | Providing & fitting fixing M.S flange (10 mm thick) at site of work of approved quality.i) 150 mm dia |
| 14 | ii) 125 mm dia |
| 15 | Providing & fitting fixing Rubber flange washer 6 mm thick at site of work of approved quality.i) 150 mm dia |
| 16 | ii) 125 mm dia |
| 17 | Providing and fitting fixing of full threaded nuts and bolts of different size of approved quality as per direction of the Engg-in-charge. |
| 18 | Excavating trenches of required width for pipes, cables, etc. including excavation for sockets and dressing of sides ramming of bottoms, depth minimum 1.25 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 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 soila) Pipe, cables etc. exceeding 75 mm dia but not exceeding 160 mm dia |
| 19 | Providing and laying different dia rigid UPVC pipes of Working Pressure 4.0 kg/ sq. cm. complete with necessary coupler and solvent cement as per CPWD Specification & direction of Engineer-in-charge.90 mm dia |
| 20 | 110 mm dia |
| 21 | 140 mm dia |
| 22 | 160 mm dia |
| 23 | Dismantling of existing PVC pipe from underground including necessary earth cutting etc. and dismantled pipes, couplers, tees etc. properly stacking in safe site as per CPWD Specification & direction of Engineer-in-charge.a) Pipes, cables etc. exceeding 75 mm dia but not exceeding 315 mm dia. |
| 24 | Labour charge for dismantling of non-functioning GI hydrant from the pipeline and re-laying the same in/c necessary repairing with proper alignment and refitting, fixing the same into the pipeline at site of work. |
| 25 | Providing and fitting fixing of G.I hydrant suitable for PVC pipes as per standard specification complete as per direction of Engineer-in-charge (Rate excluding the cost of NTP control valve).80X50 mm dia |
| 26 | Labour charge for repairing of leakage in existing UPVC distribution system including required earth cutting and fitting fixing of necessary coupler etc. complete and refilling the trench with available excavated earth as per direction of the Engineer-in-charge. (Payment of couplers, tees, reducers etc will be made separately)250 mm dia to 110 mm dia |
| 27 | 90 mm dia |
| 28 | Providing & fixing rigid UPVC socket (coupler) suitable for UPVC pipes as per IS specification coupler with Cement Solvent joints. a) 90 mm dia |
| 29 | b) 110 mm dia |
| 30 | c) 140 mm dia |
| 31 | d) 160 mm dia |
