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| 1 | Charges for repairing of leakage in UPVC / HDPE pipe line with PVC coupler & solvent cement etc. including necessary earth excavation, 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. complete as per specification & direction of the Engineer-in-charge. |
| 2 | 90 mmOD |
| 3 | 110 mmOD |
| 4 | 140 mmOD |
| 5 | Providing and fixing G.I. Bend /elbow in the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. |
| 6 | 15 mm dia |
| 7 | 80 mm dia |
| 8 | 100 mm dia |
| 9 | 125 mm dia |
| 10 | Providing and fixing G.I. equal Tee with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. |
| 11 | 80 x 80 x 80 mm dia |
| 12 | 100 x 100 x 100 mm dia |
| 13 | 125 x 125 x 125 mm dia |
| 14 | Providing and fixing of Brass Union Joints ( Medium class ) with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in -charge. |
| 15 | 15 mm dia |
| 16 | Providing and fixing U.P.V.C. service saddle as per chapter 20 of CPWD specification and direction of the Engineer - in - charge. |
| 17 | a) 90 mm dia with 15 mm opening |
| 18 | b) 110 mm dia with 15 mm opening |
| 19 | c) 140 mm dia with 15 mm opening |
| 20 | Providing and fixing UPVC moulded 45 / 90 degree Elbowconforming to IS : 7834 (Part - 2 / 3 ) complete as per CPWD specification and direction of the Engineer - in - charge. |
| 21 | 90 mm dia |
| 22 | 110 mm dia |
| 23 | 140 mm dia |
| 24 | Providing and fixing C. I. Bib cock ( long handle ) as perCPWD specification and direction of the Engineer - in -charge. 15 mm dia |
| 25 | 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 chapter 20 of CPWD specification and direction of the Engineer - in - charge. |
| 26 | i) 80 mm dia . A. PN 1.6 |
| 27 | ii) 150 mm dia . A. PN 1.6 |
| 28 | Providing and fixing brass ferrule with C.I cover conforming to IS 2692 including boring and tapping the main as per chapter 20 of CPWD specification and direction of the engineer -incharge. 15 mm nominal bore. |
| 29 | Clearing and washing of CI/DI/PVC pipes earth cutting at intervel not less than 50 m with the help of 30/40 mm dia pipe coil pipehaving suitable brush at front end and making good the pipe with required specials including earth cutting and refilling complete as per direction of the Engineer -in- charge.(Coller,coupler,solvent cement pig lead if required shall be supplyied by the department) |
| 30 | 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.For UPVC pipes in new worka). In all kinds of soil |
| 31 | For pipes not exceeding 90 mm dia |
| 32 | 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 including testing of joints complete ( but excluding the cost of specials like bend, tees etc. which will be paid separately ) as per CPWD specification and direction of the Engineer - in -charge. A). Class - 3 ( working pressure 6.0 kg / cm2) |
| 33 | 40 mm OD |
| 34 | 90 mm OD |
| 35 | Making road crossing by horizontal boring for smooth laying of UPVC/CI /DI /Gipipes etc. of required dia complete as per specification and the direction of the Engineer-in-charge. B. by manual means |
| 36 | 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 well burnt brick aggregate 20 mm nominal size) |
| 37 | Providing, fixing and laying fabricated UPVC bend of required degree conforming to IS:10124 (part8/910/1/ 12 / 13 )with solvent cement conforming to IS: 14182 including testing of joints completem as per CPWD specification and direction of the Engineer - in - charge. |
| 38 | 40 mm dia |
| 39 | 50 mm OD |
| 40 | 90 mm OD |
| 41 | 110 mm OD |
| 42 | 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 asper CPWD specification and direction of the Engineer-in- charge |
| 43 | 40 mm dia |
| 44 | 50 mm dia |
| 45 | 90 mm dia |
| 46 | Providing, fixing and laying fabricated UPVC equal teeconforming to IS : 10124 ( Part 5 ) with solvent cementconforming to IS:14182 including testing of joints complete asper CPWD specification and direction of the Engineer-in- charge. |
| 47 | 90 x 90 mm dia |
| 48 | 110 x 110 mm dia |
| 49 | Providing,fixingandlayingfabricatedUPVCstraight reducer conforming to IS : 10124 ( Part 3 ) with solvent cement conforming toIS:14182 including testing of joints complete asper CPWD specification and direction of the Engineer-in- charge. |
| 50 | 110 x 90 mm dia |
| 51 | 140x 110 mm dia |
| 52 | Providing, fixing and laying flanged fabricated UPVC tailpiece withMSflange(8mmthick )conforming toIS: 10124 ( Part 6 )withsolvent cement conforming to IS : 14182 including testingof joints completeasper CPWD specification and direction of the Engineer - in - charge. |
| 53 | 90 mm dia |
| 54 | 110 mm dia |
| 55 | 140 mm dia |
