|
| 1 | 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) |
| 2 | i) 40 mm OD |
| 3 | ii) 50 mm OD |
| 4 | iii) 90 mm OD |
| 5 | iv)110 mm OD |
| 6 | v)140 mm OD |
| 7 | 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. |
| 8 | i) 40 mm dia |
| 9 | ii) 50 mm dia |
| 10 | iii) 90 mm dia |
| 11 | iv) 110 mm dia |
| 12 | v) 140 mm dia |
| 13 | 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. |
| 14 | i) 40 mm OD |
| 15 | ii) 50 mm OD |
| 16 | iii) 90 mm OD |
| 17 | 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. |
| 18 | i) 40 x40 mm dia |
| 19 | ii) 50 x50 mm dia |
| 20 | iii) 90 x 90 mm dia |
| 21 | iv) 110 x 110 mm dia |
| 22 | 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 CPWD specification and direction of the Engineer - in - charge. |
| 23 | i) 50 x 40 mm dia |
| 24 | ii) 110 x 90 mm dia |
| 25 | Providing, fixing and laying flanged fabricated UPVC tailpiece with MS flange ( 8 mm thick ) conforming to IS : 10124 ( Part6 ) with solvent cement conforming to IS : 14182 including testing of joints complete as er CPWD specification anddirection of the Engineer - in - charge |
| 26 | i) 90 mm dia |
| 27 | ii) 110 mm dia |
| 28 | iii) 140 mm dia |
| 29 | Charges for push-on ( Tyton ) joints to centrifugually ( Spun ) cast iron pipes or ductile iron pipes including testing of joints and including the cost of rubber gasket as per CPWD specification and direction of the Engineer - in - charge |
| 30 | i) 100 mm dia |
| 31 | Providing and laying S & S Centrifugally Cast ( Spun ) Ductile Iron Class K-7 Pipes conforming to IS : 8329 as per CPWD specification and direction of the Engineer - in - charge. |
| 32 | (i) 100 mm dia Ductile Iron Class K-7 pipes. |
| 33 | Charges for cutting D.I. pipe with steel saw by manual means as per CPWD specification and direction of the Engineer - in - charge |
| 34 | i) 100 mm dia |
| 35 | 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.A. External work. |
| 36 | i. 15 mm dia. nominal bore |
| 37 | Providing and fixing brass ferrule with C.I. cover conforming to IS : 2692 including boring and tapping the main as per CPWD specification and direction of the Engineer - in - charge. |
| 38 | i) 10 mm nominal bore |
| 39 | Providing and fixing G.I. Nipple of medium class as per CPWD specification and direction of the Engineer - in - charge. |
| 40 | i) 15 mm dia 150 mm long |
| 41 | Providing and laying of flexible PVC pipe (conforming to IS:7634) complete including earth work as per specification and direction of the Engineer - in - charge (cost of fittings will be paid separately). |
| 42 | i) 15 mm dia |
| 43 | 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. |
| 44 | A) For UPVC pipes in new work.a. All kind of Soilsi) For pipes not exceeding 90 mm dia |
| 45 | ii) For pipes exceeding 90mm dia but not exceeding 300 mm dia. |
| 46 | B) For GI/CI/DI pipes in new work.a) All kind of Soilsi) For pipes exceeding 90mm dia but not exceeding 300mm dia. |
| 47 | 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. |
| 48 | i) 15 mm dia |
| 49 | Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer - in - charge. |
| 50 | i) 15 mm dia |
| 51 | Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge. |
| 52 | i) 15 mm dia |
| 53 | Making road crossing by horizontal boaring 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. |
| 54 | A. By manual means |
| 55 | Providing and fitting fixing PVC / plastic bib cock conforming to IS : 9763 in hydrant points at different location as per specification & direction of the Engineer-in-charge. |
| 56 | (i) 15 mm dia PVC /plastic bib cock |
| 57 | 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. |
| 58 | i) 150 mm dia./ PN - 1.6 |
| 59 | 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. |
| 60 | i. 90 mm OD |
| 61 | ii. 110 mm OD |
| 62 | iii. 140 mm OD Please Enable Macros to View BoQ information |
