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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 Eng - in -charge.A. For UPVC pipes in new work a. In all kinds of soil |
| 2 | i. For pipes not exceeding 90 mm dia |
| 3 | ii For pipes exceeding 90 mm dia but not exceeding 300 mm dia |
| 4 | Providing, fixing and laying rigid UPVC pipes conforming to IS : 4985 jointing with couplers, of same class conforming to IS : 10124 (Pt-II) with solvent cement conforming to IS : 14182 in/c testing of joints complete (but ex/c the cost of specials like bend, tees etc. which will be paid separately) as per CPWD specification and direction of the Eng- in -charge.A. Class - 3 ( working pressure 6.0 kg / cm2) |
| 5 | iii. 90 mm OD |
| 6 | iv. 110 mm OD |
| 7 | v. 140 mm OD |
| 8 | Charges for dismantling PVC / HDPE pipe after necessary excavation of earth including washing and stacking of pipes properly at site with all leads and lifts and backfilling of soil as required in layers not exceeding 200 mm in depth including consolidating each deposited layer by ramming, watering etc. complete as per specification & direction of the Engineer-in-charge. ii. 90 mm dia |
| 9 | Providing and laying of flexible PVC pipe (conforming to IS:7634) complete as per specification and direction of the Engineer - in - charge (cost of earth work and fittings will be paid separately). i. 15 mm dia. |
| 10 | Providing, fixing and laying fabricated UPVC bend of required degree conforming to IS : 10124 ( part 8 / 9 / 10 / 11 / 12 / 13 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. |
| 11 | i. 90 mm dia |
| 12 | ii. 110 mm dia |
| 13 | iii. 140 mm dia |
| 14 | Providing, fixing and laying flanged fabricated UPVC tailpiece with MS flange ( 8 mm thick ) conforming to IS : 10124 ( Part 6 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. |
| 15 | i. 90 mm dia |
| 16 | ii. 110 mm dia |
| 17 | iii. 140 mm dia |
| 18 | Providing, fixing and laying fabricated UPVC equal tee conforming to IS : 10124 ( Part 5 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. |
| 19 | i. 90 x 90 mm dia |
| 20 | ii. 110 x 110 mm dia |
| 21 | iii. 140 x 140 mm dia |
| 22 | Providing and fixing U.P.V.C. service saddle as per CPWD specification and direction of the Engineer - in - charge. |
| 23 | i. 90 mm dia with 15 mm dia opening |
| 24 | ii. 110 mm dia with 15 mm dia opening |
| 25 | iii. 140 mm dia with 15 mm dia opening |
| 26 | Providing, fixing and laying fabricated UPVC straight reducer conforming to IS : 10124 ( Part 3 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per chapter 20 of CPWD specification and direction of the Eng- in - charge. |
| 27 | i. 110 x 90 mm dia |
| 28 | ii. 140 x 110 mm dia |
| 29 | iii. 140 x 90 mm dia |
| 30 | 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. |
| 31 | i. 90 mm dia |
| 32 | ii. 110 mm dia |
| 33 | iii. 140 mm dia |
| 34 | 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. B. by manual means Please Enable Macros to View BoQ information |
