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| 1 | 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. a) For pipes exceeding 90 mm dia but notexceeding 300 mm dia |
| 2 | b) For pipes exceeding 300 mm dia but not exceeding 600 mm dia |
| 3 | 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. i) 90mm dia |
| 4 | ii) 110mm dia |
| 5 | iii)140mm dia |
| 6 | iv) 160mm dia |
| 7 | v)200mm dia |
| 8 | vi) 250 mm dia |
| 9 | vii) 315mm dia |
| 10 | 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. 315x250 mm dia |
| 11 | 250x200 mm dia |
| 12 | 200x160 mm dia |
| 13 | 160x140 mm dia |
| 14 | 140x110 mm dia |
| 15 | 110x90 mm dia |
| 16 | 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. 140x140x140 mm dia |
| 17 | 110x110x110 mm dia |
| 18 | 90x90x90 mm dia |
| 19 | Providing and fitting fixing of different dia rigid UPVC un 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 incharge ix) 160mm x 160mm x 140mm dia :- |
| 20 | x) 160mm x 160mm x 110mm dia :- |
| 21 | x) 160mm x 160mm x 90mm dia :- |
| 22 | xi) 140mm x 140mm x 110mm dia :- |
| 23 | xi) 140mm x 140mm x 90mm dia :- |
| 24 | xii) 110mm x 110mm x 90mm dia :- |
| 25 | Providing and fixing C.I. Sluice Valves (with cap) complete with bolts, nuts, rubber insertion etc. Ithe tail piece if required will be paid seperately) as per chapter-20 of CPWD specification and direction of the Engg-In-Charge. 150 mm dia. |
| 26 | 125 mm dia. |
| 27 | 200 mm dia P.N-1.6 |
| 28 | Providing and fitting fixing UPVC bend (30degree, 45 degree, 90 degree) for UPVC pipes as per IS specification of working pressure 205/4.0 kg/sq.cm as per CPWD specification & direstion of the Engg-in-charge. i) 200mm dia |
| 29 | ii) 160mm dia |
| 30 | iii) 140mm dia |
| 31 | iv)110 mm dia |
| 32 | v) 90 mm dia |
| 33 | Providing and fitting fixing MS tail piece with MS flange suitable for pipes complete as per CPWD specification & direstion of the Engg-in-charge. i) 125mm dia PVC PIpe |
| 34 | ii) 150mm dia PVC Pipe |
| 35 | i) 200mm dia PVC Pipe |
| 36 | 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). 80X50 mm dia |
| 37 | 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. |
| 38 | 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-incharge. (Payment of couplers, tees, reducers etc will be made separately) 315 mm dia |
| 39 | 250 mm dia to110 mm dia. |
| 40 | 90 mm dia |
| 41 | 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. 90 mm dia |
| 42 | 90 mm dia |
| 43 | 110 mm dia |
| 44 | 140 mm dia |
| 45 | 160 mm dia |
| 46 | 200 mm dia |
| 47 | 250 mm dia |
| 48 | 315 mm dia |
| 49 | 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. 90 mm dia |
| 50 | 110 mm dia |
| 51 | 140 mm ida |
| 52 | Making road crossing by horizontal boring 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 by manual means. |
| 53 | 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 |
| 54 | Desilting of earth, silt, garbage, slush and other solid deposits etc. from the existing canal mannually to bring it to the required section for smooth flow in the canal including disposal of excavated material outside of the canal with a lead of 50 m. and all lifts including execution of work in or under water, liquid mud and under foul conditions including the cost of taking care of canal section. Dewatering of stagnent or flowing or seepage water/sludge/liquid marsy entering into the canal from any sources as required for satisfactory execution of work including taking out the excavated material outside the canal as per directions of Engineer-in-charge. Disposal of excavated materials, such as earth, silt, garbage, slush and other solid deposits etc. to be deposited & properly levelled over the canal embankment Please Enable Macros to View BoQ information |
