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| 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) 90 mm OD |
| 3 | ii) 110 mm OD |
| 4 | 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. |
| 5 | i) 90 mm dia |
| 6 | ii) 110 mm dia |
| 7 | 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. |
| 8 | i) 90 mm dia |
| 9 | 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. |
| 10 | i) 90 x 90 mm dia |
| 11 | ii) 110 x 110 mm dia |
| 12 | 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. |
| 13 | i) 110 x 90 mm dia |
| 14 | 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 - chargeA. External work. |
| 15 | i. 15 mm dia. nominal bore |
| 16 | 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. |
| 17 | i) 10 mm nominal bore |
| 18 | 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. |
| 19 | i) 100 mm dia A.P.N 1.6 |
| 20 | Providing and fixing G.I. Nipple of medium class as per CPWD specification and direction of the Engineer - in - charge. |
| 21 | i) 15 mm dia 150 mm long |
| 22 | ii) 15 mm dia 225 mm long |
| 23 | 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). |
| 24 | i) 15 mm dia |
| 25 | 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 |
| 26 | ii) 100 mm dia Ductile Iron Class K-7 pipes |
| 27 | iv) 150 mm dia Ductile Iron Class K-7 pipes |
| 28 | Providing and laying D.I. specials of class K - 12 suitable for mechanical jointing as per IS : 9523 as per CPWD specification and direction of the Engineer - in - charge. |
| 29 | Upto 300 mm dia. |
| 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. A) For UPVC pipes in new work. a. All kind of Soils |
| 31 | i) For pipes not exceeding 90 mm dia |
| 32 | ii) For pipes exceeding 90mm dia but not exceeding 300mm dia. |
| 33 | B. For G.I. / C.I. / D.I. pipes in new worka. In all kinds of soili) For pipes exceeding 90 mm dia but not exceeding 300 mm dia |
| 34 | 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. |
| 35 | 1) 15 mm dia |
| 36 | Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer - in - charge. |
| 37 | i) 15 mm dia |
| 38 | Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge. |
| 39 | i) 15 mm dia |
| 40 | Providing and fixing G.I. Reducer with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. |
| 41 | i) 125 x 80 mm dia |
| 42 | ii) 150x80 mm dia |
| 43 | 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. A. By manual means |
| 44 | 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. |
| 45 | i) 15 mm dia PVC /plastic bib cock |
| 46 | Charges for washing, cleaning & servicing of ferrule and connection pipe of street hydrant domestic water supply connection upto property line ( for side connection) in/c cost of earth excavation and dismantling the service line in/c ferrule and GI fitting etc. and reconnection the same after necessary washing, cleaning the same as per direction of the Engineer-in-charge. (GI fitting such as GI bend, GI union, GI socket & connection pipe in/c ferrule if required to be paid separately) |
| 47 | Charges for washing, cleaning & servicing of ferrule and connection pipe of street hydrant domestic water supply connection upto property line ( for road crossing connection) in/c cost of earth excavation and dismantling the service line in/c ferrule and GI fitting etc. and reconnection the same after necessary washing, cleaning the same as per direction of the Engineer-in-charge. (GI fitting such as GI bend, GI union, GI socket & connection pipe in/c ferrule if required to be paid separately) Please Enable Macros to View BoQ information |
