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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 Engineer - in - charge. A). For UPVC pipes in new worka). 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 | B). For G.I. / C.I. / D.I. pipes in new work a). In all kinds of soilii). For pipes exceeding 90 mm dia but not exceeding 300 mm dia |
| 5 | 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) |
| 6 | 90 mm OD |
| 7 | 110 mm OD |
| 8 | 140 mm OD |
| 9 | 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.i) 150 mm dia |
| 10 | 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. |
| 11 | 80 mm dia.A. PN - 1.6 |
| 12 | 100 mm dia. A. PN - 1.6 |
| 13 | 150mm dia. A. PN - 1.6 |
| 14 | 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 chapter 20 of CPWD specification and direction of the Engineer - in - charge. |
| 15 | 90 x 90 mm dia |
| 16 | 110 x110 mm dia |
| 17 | 140 x 140 mm dia |
| 18 | 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 chapter 20 of CPWD specification and direction of the Engineer - in - charge. |
| 19 | 90 mm dia |
| 20 | 110 mm dia |
| 21 | 140 mm dia |
| 22 | 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 chapter 20 of CPWD specification and direction of the Engineer - in - charge. |
| 23 | 90 mm dia |
| 24 | 110 mm dia |
| 25 | 140 mm dia |
| 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 Engineer - in - charge. |
| 27 | 110 x 90 mm dia |
| 28 | 140 x 110 mm dia |
| 29 | 140 x 90 mm dia |
| 30 | Providing, fixing and laying flanged fabricated UPVC tailpiece conforming to IS : 10124 ( Part 6 ) with G.I. flange ( 8 mm thick ) with solvent cement conforming to IS - 14182 including testing of joints complete as per chapter 20 of CPWD specification and direction of the Engineer - in - charge. |
| 31 | 90 mm dia |
| 32 | 110 mm dia |
| 33 | 140 mm dia |
| 34 | Providing and fixing G.I. pipes of Medium 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 chapter 20 of CPWD specification and direction of the Engineer- in - charge.A). External work. |
| 35 | 15 mm dia. nominal bore |
| 36 | 20 mm dia. nominal bore |
| 37 | 25 mm dia. nominal bore |
| 38 | 40 mm dia. nominal bore |
| 39 | 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 - in - charge. |
| 40 | 10 mm nominal bore |
| 41 | 15 mm nominal bore |
| 42 | 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.i). 15 mm dia PVC /plastic bib cock |
| 43 | 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 |
| 44 | 15mm dia (ID) |
| 45 | 20mm dia(ID) |
| 46 | 25mm dia(ID) |
| 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 | 15 mm dia |
| 49 | 20 mm dia |
| 50 | 25 mm dia |
| 51 | 40 mm dia |
| 52 | Providing and fixing G.I. Fullway valve in the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. |
| 53 | 15 mm dia |
| 54 | 20mm dia |
| 55 | 25 mm dia |
| 56 | .40 mm dia |
| 57 | Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge. |
| 58 | 15 mm dia |
| 59 | 20mm dia |
| 60 | 25 mm dia |
| 61 | 40 mm dia |
| 62 | Clearing and washing of CI/ DI/PVC pipes earth cutting at intervel not less than 50m with the help of 30/40 mm dia PVC coil pipe having suitable brush at front end and making good the pipe with required specials including earth cutting and refilling complete as per derection of the Engineer in charge.(Coller, coupler, solvent cement Pig lead if requird shall be supplyied by the department) |
| 63 | 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. |
| 64 | 90 mm OD |
| 65 | 110 mm OD |
| 66 | 140 mm OD |
| 67 | Supplying and filling in plinth under floor foundation etc with sand un( fine) from local quary with all lifts including spreading in horizontal layers watering grading to required slop ramming consolodating and compacting each lyer by using plate compctor of by any suitable method complete. |
| 68 | 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 |
