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| 1 | Excavating trenches of required width for pipes, cables etc. including excavation 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. |
| 2 | A. For UPVC pipes in new works:- (a) In all kinds of soil i) For Pipes not exceeding 90 mm dia |
| 3 | Providing and laying of flexible 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) |
| 4 | i. 15 mm dia |
| 5 | Charges for making hole by drilling and making thread by thread bit in the CI / DI pipe as per specification & direction of the Engineer-in-charge. |
| 6 | i. 10 mm dia nominal bore |
| 7 | Providing and fitting fixing brass ferrule with C.I cover conforming to IS-2692 in/c boring and tapping the main as per CPWD specification and direction of the Engineer-in-charge. |
| 8 | i. 10mm nominal bore |
| 9 | 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) |
| 10 | i. 40 mm OD |
| 11 | Providing and fixing G.I. Nipple of medium class as per CPWD specification and direction of the Engineer - in - charge. |
| 12 | i. 15 mm dia 75 mm long |
| 13 | ii. 15 mm dia 150 mm long |
| 14 | Providing and fitting fixing of brass fullway valve with handle in the GI pipe line including cutting, threading etc. complete as per CPWD specification and direction of the Engineer - in - charge. |
| 15 | i. 40 mm dia |
| 16 | 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. |
| 17 | i. 15 mm dia. nominal bore (for Stand post) |
| 18 | ii. 40 mm dia. nominal bore |
| 19 | 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. |
| 20 | i. 15 mm dia |
| 21 | Providing and fixing G.I. equal Tee with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. |
| 22 | i. 40 x 40 x 40 mm dia |
| 23 | Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer - in - charge. |
| 24 | i. 15 mm dia |
| 25 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering. -All work upto plinth level: |
| 26 | 1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 20 mm nominal size) for stand post |
| 27 | Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge. |
| 28 | i. 15 mm dia |
| 29 | ii. 40 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 CPWD specification and direction of the Engineer - in - charge. |
| 31 | i. 90 mm dia |
| 32 | ii.110 mm dia |
| 33 | 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. |
| 34 | i. 80 mm dia. A. PN - 1.6 |
| 35 | ii. 125 mm dia. A. PN - 1.6 |
| 36 | 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. |
| 37 | 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 Please Enable Macros to View BoQ information |
