|
| 1 | Charge for repairing of leakage in UPVC/HDPE pipeline with PVC coupler and solvent cement etc including necessary earth excavation back filling of soil as required after laying of pipeline, in layers not exceeding 200mm in depth including consolidating each deposited layer by running watering etc. complete as per specification and direction of the Engineer-in-Charge. |
| 2 | i) 140 mm OD |
| 3 | ii) 110 mm OD |
| 4 | iii) 90 mm OD |
| 5 | Providing and fixing G.I Nipple of medium class as per CPWD specification and direction of the Engineer-in- Charge. i) 15 mm dia 150 mm long |
| 6 | 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. i) 15 mm dia |
| 7 | Providing and fixing G.I Socket as per CPWD specification and direction of the Engineer-in- Charge. i) 15 mm dia |
| 8 | Providing and fixing G.I Union as per CPWD specification and direction of the Engineer-in- Charge. |
| 9 | i) 15 mm dia |
| 10 | ii) 25 mm dia |
| 11 | Providing and fixing brass ferrule C.I mouth cover conforming to IS:2692including boring and tapping the main as per CPWD specification and direction of the Engineer-in-Charge. |
| 12 | i)15 mm nominal bore |
| 13 | ii) 10 mm nominal bore |
| 14 | Providing and fitting fixing PVC/plastic bibcock conforming to IS: 9763 in hydrant points at different location as per direction of the Engineer-in- Charge.i) 15 mm dia PVC/plastic bibcock |
| 15 | 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. a) By Manual means |
| 16 | Providing and fixing of G.I tyton collar in/c flange (two part ) With rubber gasket fitted with M.S flat and M.S square bar at both ends including nuts, bolts, washer and Painting with anticorrosive black bit mastic point etc complete as direction of the Engineer-in-charge. |
| 17 | i.100mm dia |
| 18 | ii.150 mm dia |
| 19 | Providing and fitting fixing of tyton tee joint two part in/c flange joint and welding of M.S flat Providing rubber gasket of SBR quality Painting with anticorrosive black bit mastic point and fitting fixing with nuts , bolts etc complete as direction of the Engineer-in-charge. a) 150 x 150 x 150 mm dia |
| 20 | Disinfecting C.I. / D.I. water mains by flushing with water containing bleaching powder at 0.5 gms per litre of water and cleaning the same with fresh water, operation to be repeated three times including getting the sample of water from the disinfected main tested in the DWS laboratory as per IS:2800 and direction of the Engineer - in - charge. |
| 21 | i) 80 mm dia |
| 22 | ii) 100 mm dia |
| 23 | iii) 150 mm dia |
| 24 | Excavating trenches of required width for pipes, cables etc. including excavation for sockets, dressing of sides where required, ramming of bottoms depth upto1500mm 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 direction of the Engineer-in- Charge . For UPVC pipes in new work a) In all kinds of soil |
| 25 | i)For pipes not exceeding 40 mm dia |
| 26 | ii) For pipes not exceeding 90 mm dia |
| 27 | iii) For pipes exceeding 90 mm dia but not exceeding 300 mm dia |
| 28 | 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 6.00 kg/Cm2 |
| 29 | i) 40 mm OD |
| 30 | ii) 90 mm OD |
| 31 | iii) 110 mm OD |
| 32 | Providing and laying of flexible PVC pipe(Conforming to IS: 7634) complete as per CPWD specification and direction of the Engineer-in- Charge.(cost of earth work and fittings will be paid separately). |
| 33 | i.15 mm dia |
| 34 | iii.25 mm dia |
| 35 | 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.A. PN - 1.6 |
| 36 | i) 100 mm dia. |
| 37 | ii) 125 mm dia. |
| 38 | iii) 150 mm dia. |
| 39 | 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. |
| 40 | i) 90 mm dia. |
| 41 | ii) 110 mm dia. |
| 42 | iii) 140 mm dia. |
| 43 | 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. |
| 44 | i) 90 x 90 mm dia |
| 45 | ii) 110 x 110 mm dia |
| 46 | iii) 140 x 140 mm dia. |
| 47 | 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. |
| 48 | i) 110 x 90 mm dia |
| 49 | ii) 140 x 110 mm dia |
| 50 | iii) 140 x 90 mm dia |
| 51 | 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. |
| 52 | i) 90 mm dia. |
| 53 | ii) 110 mm dia. |
| 54 | iii) 140 mm dia. |
| 55 | Providing, fixing and laying fabricated UPVC socket / coupler conforming to IS : 10124 ( Part 2 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. |
| 56 | i) 90 mm dia. |
| 57 | ii) 110 mm dia. |
| 58 | iii) 140 mm dia. Please Enable Macros to View BoQ information |
