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| 1 | 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) All kinds of soil.a) Pipe . exceeding 90 mm dia but not exceeding 300 mm dia . |
| 2 | Providing and laying different dia rigid UPVC pipes of WorkingPressure 2.5 kg/4.0 kg/ sq.cm. complete with necessary coupler andsolvent cement as per CPWD Specification & direction of Engineer-in-charge. a) 250mm. Dia |
| 3 | b) 200 mm dia |
| 4 | c) 140 mm dia |
| 5 | d) 110 mm dia |
| 6 | e) 90 mm dia |
| 7 | Providing and fitting fixing rigid UPVC Reducing socket (one size lower at one end, both end socketted) suitable for pipes of Workingpressure 2.5/4.0 kg/sq.cm. as per CPWD Specification & directionof Engineer-in-charge. a) 315x250 mm dia |
| 8 | b) 250x200 mm dia |
| 9 | c) 140x110 mm dia |
| 10 | d) 110x90 mm dia |
| 11 | Providing and fitting fixing of different dia rigid UPVC unequal Tee(including earth cutting & backfilling all socketted) suitable forpipes as per IS specification of Working pressure 2.5/4.0 kg/sq.cmconfirming to IS: 10124 (Part-V) as per CPWD Specification & direction of Engineer-in-charge.UnEqual Teea) 250 x 250 x 200 mm dia |
| 12 | b) 250 x 250 x 140 mm dia |
| 13 | c) 200 x 200 x 140 mm dia |
| 14 | d) 140x140x110 mm dia |
| 15 | e) 140x140x90 mm dia |
| 16 | f) 110x110x90 mm dia |
| 17 | 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 4.0 kg/sq.cm confirming to IS: 10124 (Part-V) as per CPWD Specification & direction of Engineer-in-charge.Equal Tee a) 250x250x250 mm dia |
| 18 | b) 200x200x200 mm dia. |
| 19 | c) 140x140x140 mm dia |
| 20 | d) 110x110x110 mm dia |
| 21 | e) 90x90x90 mm dia |
| 22 | Providing and fitting fixing of GI hydrant suitable for PVC pipes as per standard specification complete as per direction of the Engineer-in-charge(Rate excluding the cost of NTP control valve)i) 80x50 mm dia |
| 23 | Providing & fitting fixing MS tail piece with MS flange suitable forpipes complete as per CPWD Specification & direction of Engineerin-charge. a) 150 mm dia. |
| 24 | b) 125 mm dia |
| 25 | c) 100 mm dia |
| 26 | Labour charge for repairing of leakage in existing UPVC distributionsystem including required earth cutting and fitting fixing of necessary coupler etc. complete and refilling the trench withavailable excavated earth as per direction of the Engineer-incharge. (Payment of couplers, tees, reducers etc will be madeseparately)i) 315mm dia |
| 27 | ii) 250 mm dia to 110 mm dia |
| 28 | iii) 90 mm dia |
| 29 | 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) 100 mm dia PN 1.6 |
| 30 | ii)125 mm diameter, PN 1.6 |
| 31 | iii)150 mm diameter, PN 1.6 |
| 32 | Providing and fixing C.I. non-return valve of approved quality as per CPWD specification and direction of the Engineer - in - charge.i) 125 mm dia |
| 33 | Providing & fitting fixing rigid UPVC bend(30 degree,45 degree,60 degree, 90 degree) for UPVC pipes as per IS specification of Working pressure 4.0 kg/sq.cm as per CPWD Specification & direction of Engineer-in-charge.a) 250 mm dia |
| 34 | b) 200 mm dia |
| 35 | c) 140 mm dia |
| 36 | Providing and fitting fixing of brass fullway valve with handle in the GI pipe line including cutting, threading etc. complete as per CPWD specification and direction of the Engineer - in - charge.i) 40 mm dia |
| 37 | 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) 150 mm dia |
| 38 | 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 steel primer (tailpiece if required will be paid separately) including proper alignment with pipe line and earth cutting, backfilling complete as per direction of Engineer-in-charge. |
| 39 | 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. Please Enable Macros to View BoQ information |
