|
| 1 | Excavation trenches of required width for pipes for pipes, cables etc. inluding excavation for sockets, dressing of sides where required, ramming of bottoms, depth upto 1500mm including getting out the excavated soil and backfilling of soil as requred after laying of pipe line, in layers not exceeding 200mm in depth in/c consolidation each deposited layer by ramming. water et. 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 UPVCD work in new work. a) all kind of soil.i) For pipes not exceeding 90mm dia. |
| 2 | 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 fitting will be paid separately ) i) 15 mm dia |
| 3 | i) 25 mm dia |
| 4 | 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. ii)90 mm dia. |
| 5 | ii)110 mm dia. |
| 6 | iii) 140 mm dia. |
| 7 | 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.i) 90 x 90 mm dia |
| 8 | i) 110 x 110 mm dia |
| 9 | i) 140 x 140 mm dia |
| 10 | 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.i) 90 mm dia |
| 11 | i) 110 mm dia |
| 12 | i) 140 mm dia |
| 13 | 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.i) 110 x 90 mm dia |
| 14 | i) 140 x 110 mm dia |
| 15 | i) 140 x 90 mm dia |
| 16 | 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.i) 90 mm dia |
| 17 | i) 110 mm dia |
| 18 | i) 140 mm dia |
| 19 | Providing and fitting fixing of brass fullway valve with handle in the G.I pipeline including cutting, threading etc. complete as per CPWD specification and direction of the Engineer-in-charge.iii) 15 mm dia. |
| 20 | iii) 25 mm dia. |
| 21 | Providing and fixing brass ferrule with C.I Cover conforming to IS : 2692 including boring and tapping the main as per CPWD specification and direction of the Engineer-in-charge.i. 15 mm nominal bore |
| 22 | 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 |
| 23 | Providing and fixing of GI Socket as per CPWD specification and direction of the Engineer-in-charge. i. 15 mm dia |
| 24 | Providing and fixing of Brass union joints(medium class) with pipeline including testing of joints complete as per CPWD specification and direction of the Engineer-in-charge. ii. 15 mm dia |
| 25 | Providing & fitting fixing CI bib cok( Long handle) as per chapter 20 of CPWD specification and direction of the Engineer-In-Charge. i) 15mm dia. |
| 26 | Providing and fixing of GI reducer with pipeline including testing of joints complete as per CPWD specification and direction of the Engineer-in-charge. ii. 15 x 25 mm dia |
| 27 | Providing and fitting fixing PVC/plastic bib cock conforming to IS:9763 in hydrants points at different locations as per specification and direction of the Engineer-in-charge. i) 15 mm dia PVC / Plastic bib cock. |
| 28 | Providing and fixing C.I sluice valve (with cap) complete with bolts, rubber insertion etc ( the tail piece if required will be paid separately ) as per CPWD specification and direction of the Engineer-in-charge.i) 100 mm dia B. PN - 1.0 |
| 29 | i) 125 mm dia B. PN - 1.0 |
| 30 | i) 150 mm dia B. PN - 1.0 |
| 31 | 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 pipelin, in layers not exceeding 200 mm in depth in/c consolidating each deposited layer by ramming, watering etc. complete as per specification and direction of the Engineer-in-charge. i) 90 mm OD |
| 32 | ii) 110 mm OD |
| 33 | iii) 140 mm OD |
| 34 | Charges for dismantling PVC/HDPE pipe after necessary excavation of earth in/c. washing and stacking of pipes properly at sides with all leads and lifts and backfilling of soil as required after laying of pipeline,in layers not exceeding 200 mm in depth in/c consolidating each deposited layer by framming, watering etc complete as per specification and direction of the Engineer-in-charge.i)90 mm dia |
| 35 | ii)110 mm dia. |
| 36 | iii) 140 mm dia. |
| 37 | Clearing of deposited iron inside of laid PVC pipeline (90/110/140 mm dia) in/c. excavating trenches for 100 mtr. laid pipeline of required width and depth after 20 mtr. Distance and 3 mtr. Long in every 100 mtr. Clearing through UPVC coil pipe and laying the same with necessary coupler and solvent cement( solvent cement, coupler etc. will be issued by the Department of free of cost). |
| 38 | Clearing of deposited iron inside of laying CI pipeline in different dia(80/100/125/150 mm dia) and dismantaling old CI pipe in/c trenching, refilling etc for 100 mtr lead pipe line of required width and depth cutting earth in 25 mtr distance and 12.00 mtr long in each i.e 36 mtr trenches cutting for every 100 mtr pipe iron through UPVC coil pipe after clearing, washing, laying the same with rubber gasket, pipe lead joints as per direction of the Engineer-in- charge ( pig lead will be issued by the dept at free of cost and rubber gasket and T & P arrange by the agency). |
| 39 | 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 6.0kg/cm2i) 90 mm OD Please Enable Macros to View BoQ information |
