Mtc Of Different Li And Dtw Schemes Under Wr Sub Division Dharmanagar During The Year 2021 22 Sh Pipe Line Distribution System Etc Kalacherra Block And Dharmanagar Municipal Council Area Mtc Of Different Li And Dtw Schemes Under Wr Sub Division Dharmanaga
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Project Description
Mtc Of Different Li And Dtw Schemes Under Wr Sub Division Dharmanagar During The Year 2021 22 Sh Pipe Line Distribution System Etc Kalacherra Block And Dharmanagar Municipal Council Area Mtc Of Different Li And Dtw Schemes Under Wr Sub Division Dharmanagar During The Year 2021 22 Sh Pipe Line Distribution System Etc Kalacherra Block And Dharmanagar Municipal Council Area
BOQ
| Sl. No. | Item Description |
| 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. |
| 2 | Pipe , cables etc. exceeding 75mm diabut not exceeding 160 mm dia . |
| 3 | Pipe , cables etc. exceeding 200 mm diabut not exceeding 315 mm dia . |
| 4 | Labour charge for laying different dia rigid UPVC pipes of Working Pressure 2.5 kg/4.0 kg/ sq.cm. complete with necessary coupler and solvent cement joints.( pipes, coupler and solvent cement will be issued free of cost ) as per CPWD Specification & direction of Engineer-in-charge. |
| 5 | 90 mm dia |
| 6 | 110 mm dia |
| 7 | 140 mm dia |
| 8 | 160 mm dia |
| 9 | 200 mm dia |
| 10 | 250 mm dia |
| 11 | 315 mm dia |
| 12 | 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 controlvalve). 80X50 mm dia |
| 13 | 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. |
| 14 | 315 mm dia |
| 15 | 250 mm dia |
| 16 | 200 mm dia |
| 17 | 160 mm dia |
| 18 | 140 mm dia |
| 19 | 110 mm dia |
| 20 | 90 mm dia |
| 21 | 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. |
| 22 | 315x250 mm dia |
| 23 | 250x200 mm dia |
| 24 | 200x160 mm dia |
| 25 | 160x140 mm dia |
| 26 | 140x110 mm dia |
| 27 | 110x90 mm dia |
| 28 | 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. Equal Tee |
| 29 | 315x315x315 mm dia |
| 30 | 250x250x250 mm dia |
| 31 | 200x200x200 mm dia |
| 32 | 160x160x160 mm dia |
| 33 | 140x140x140 mm dia |
| 34 | 110x110x110 mm dia |
| 35 | 90x90x90 mm dia |
| 36 | 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 Engineer-in-charge. |
| 37 | 90 mm dia |
| 38 | 110 mm dia |
| 39 | 140 mm dia |
| 40 | 160 mm dia |
| 41 | 200 mm dia |
| 42 | 250 mm dia |
| 43 | 315 mm dia |
| 44 | 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. |
| 45 | 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) |
| 46 | 315 mm dia to 200 mm dia. |
| 47 | 160 mm dia to 90 mm dia. |
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