|
| 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. |
| 2 | For UPVC pipes in new worka. In all kinds of soili. For pipes not exceeding 90 mm dia |
| 3 | 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. |
| 4 | i. 15 mm dia. nominal bore |
| 5 | ii. 80 mm dia. nominal bore |
| 6 | 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. |
| 7 | 80 mm dia.PN - 1.6 |
| 8 | 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. |
| 9 | Providing and fixing U.P.V.C. service saddle as per CPWD specification and direction of the Engineer - in - charge.90 mm dia with 15 mm dia opening |
| 10 | Providing and fixing brass ferrule with C.I.cove rconforming to IS: 2692 including boring and tapping the main as per CPWD specification and direction of the Engineer-in charge.15 mm nominal bore |
| 11 | 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 |
| 12 | Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer - in - charge. i. 15 mm dia |
| 13 | Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge.i. 15 mm dia |
| 14 | Providing and fixing G.I. Nipple of medium class as per CPWD specification and direction of the Engineer-in charge.15 mm dia 225 mm long |
| 15 | 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.15 mm dia PVC /plastic bib cock |
| 16 | Provididng and fitting fixing of GI. Flange( 10 mm wall thickness) by welding with GI./ MS pipe and placing position as per specification and the direction of the Engineer -in charge.80 mm dia |
| 17 | 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.90 mm dia |
| 18 | Earth work in Excavation by mechanical means ( Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth , 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth , lead upto 50 m and lift upto 1.5 m, disposal earth to be levelled and neatly dressed. Please Enable Macros to View BoQ information |
