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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 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 Pipe for new work a.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 | Charges for fixing and laying rigid UPVC pipes jointing with couplers, solvent cement including testing of joints complete ( excluding the cost of pipes, couplers, solvent cement which are to be issued from the department free of cost and specials like bend, tees etc. which will be paid separately ) as per CPWD specification and direction of the Engineer- in – charge. Class - 3 ( working pressure 6.0 kg / cm2) |
| 5 | i) 90 mm OD |
| 6 | ii) 110 mm OD |
| 7 | 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. Class - 3 ( working pressure 6.0 kg / cm2) |
| 8 | iii) 90 mm OD |
| 9 | iv) 110 mm OD |
| 10 | 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). |
| 11 | i. 15 mm dia. |
| 12 | ii. 25 mm dia. |
| 13 | Labour charges for repairing of leakage for CI/DI pipeline of various diameter by manual labour by hammering of old lead joints and other leakages of pipeline in/c excavation & refilling of the same as per direction of the Engineering-in-charge ( pig lead will be supplied by the department at free of cost). |
| 14 | b) 100 mm dia |
| 15 | c) 150 mm dia |
| 16 | Charges for repairing of leakage in UPVC/HDPE pipe line with PVC coupler & solvent cement etc.in/c necessary earth excavation backfilling of soil as required after laying of pipeline , in layers not exceeding 200mm in dept in/c consolidating each deposited layer by ramming,watering etc.Complete as per specification & direction of Engineering- in-charge. |
| 17 | a)90mm OD |
| 18 | b) 110 mm OD |
| 19 | 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.External work. |
| 20 | i) 15 mm dia. nominal bore |
| 21 | ii) 40 mm dia. Nominal bore |
| 22 | iii) 50 mm dia. Nominal bore |
| 23 | Providing, fixing and laying fabricated UPVC socket / coupler confirming to IS:10124 (part-2) with solvent cement confirming to IS:14182 in/c testing of joints complete as per CPWD specification & direction of the Engineering-in-charge. |
| 24 | a) 90 mm dia |
| 25 | b) 110 mm dia |
| 26 | c) 140 mm dia |
| 27 | 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. (By manual means) |
| 28 | 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. |
| 29 | i) 40 mm dia |
| 30 | ii) 50 mm dia |
| 31 | iii) 90 mm dia |
| 32 | iv) 110 mm dia |
| 33 | v) 140 mm dia |
| 34 | Providing,fixing and laying fabricated UPVC straight reducer confirming to IS:10124 (part-3)with solvent cement confirming to IS:14182 in/c testing of joints complete as per chapter-20 of CPWD specification & direction of the Engineering-in-charge. |
| 35 | a)110 x 90mm dia |
| 36 | b) 140 X 110 mm dia |
| 37 | c) 140 X 90 mm dia |
| 38 | 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. |
| 39 | i) 90 x 90 mm dia |
| 40 | ii) 110 x 110 mm dia |
| 41 | iii) 140 x 140 mm dia |
| 42 | Providing, fixing and laying fabricated UPVC end cap confirming to IS:10124 (part-4) with solvent cement confirming to IS:14182 in/c testing of joints complete as per chapter-20 of CPWD specification and direction of the Engineering-in-charge. |
| 43 | a) 90mm dia |
| 44 | b) 110 mm dia |
| 45 | c) 140 mm dia |
| 46 | 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 jointscomplete as per CPWD specification and direction of the Engineer - in - charge. |
| 47 | a) 90mm dia |
| 48 | b) 110 mm dia |
| 49 | c) 140 mm dia |
| 50 | Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer - in - charge. |
| 51 | i)15 mm dia |
| 52 | Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge. |
| 53 | i. 15 mm dia |
| 54 | ii) 25mm dia |
| 55 | iii) 40mm dia |
| 56 | 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. |
| 57 | i)15 mm dia |
| 58 | ii) 25mm dia |
| 59 | iii) 40mm dia |
| 60 | iv) 50 mm dia |
| 61 | Providing and fixing G.I. Reducer with the pipe line including testing of jointscomplete as per CPWD specification and direction of the Engineer - in - charge. |
| 62 | i. 25x15 mm dia |
| 63 | ii. 40x15 mm dia |
| 64 | iii. 40x25 mm dia |
| 65 | Providing and fixing GI equal Tee with the pipe line including testing of joints complete as per CPWD specification anddirection of the Engineer-in-charge. |
| 66 | i. 15x15x15 mm dia. |
| 67 | ii. 25x25x25 mm dia |
| 68 | Providing and fixing GI Unequal Tee with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer-in-charge. |
| 69 | i. 25x25x15 mm dia. |
| 70 | ii. 40x40x25 mm dia |
| 71 | iii. 40x40x15 mm dia |
| 72 | Providing and fixing GI. Nipple of medium class as per chapter 20 of CPWDspecification and direction of the Engineering-in-charge. |
| 73 | i)15mm dia 150mm long |
| 74 | Providing & fixing brass ferrule with C.I. cover confirming to IS:2692 in/c. boring & tapping the main as per chapter 20 of CPWD specification and direction of the Engineering-in –charge.a)10mm nominal bore |
| 75 | 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. |
| 76 | i. 15 mm dia PVC /plastic bib cock |
| 77 | Providing and fixing G.I. Full way valve as per CPWD specification and direction of the Engineer - in - charge. |
| 78 | i. 15 mm dia |
| 79 | ii. 25 mm dia. |
| 80 | ii. 40mm dia |
| 81 | 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. |
| 82 | i) 80 mm P.N 1.6 |
| 83 | ii) 100 mm P.N 1.6 |
| 84 | iii) 125 mm P.N 1.6 |
| 85 | iv) 150 mm P.N 1.6 |
| 86 | Charges for 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. |
| 87 | 80 mm dia PN-1.6 |
| 88 | 100 mm dia PN-1.6 |
| 89 | 125 mm dia PN-1.6 |
| 90 | 150 mm dia PN-1.6 |
| 91 | Providing and fixing C.I. non-return valve of approved quality as per of CPWD specification and direction of the Engineer- in - charge. |
| 92 | i. 65 mm nominal bore |
| 93 | ii. 80 mm nominal bore |
| 94 | iii. 100 mm nominal bore |
| 95 | Providing & fitting fixing of MS flange ( 8 mm wall thickness ) by welding with G.I. / MS pipe and placing position as perspecification and the direction of the Engineer-in-charge. |
| 96 | a) 80 mm dia |
| 97 | b) 100 mm dia |
| 98 | c) 125 mm dia Please Enable Macros to View BoQ information |