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| 1 | 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) |
| 2 | i) 40 mm OD |
| 3 | ii) 50 mm OD |
| 4 | iii) 90 mm OD |
| 5 | iv) 110 mm OD |
| 6 | v) 140 mm OD |
| 7 | Charges for repairing of leakage in UPVC/ HDPE pipeline with pvc coupler & solvent cement etc. including necessary earth excavation, backfilling of soil as required after afterlaying of pipeline, in layers not exceding 200 mm in depth including consolidating each deposited layer by ramming, watering etc. complete as per specification & direction of the the Engineer-in-charge. |
| 8 | i) 90 mm OD |
| 9 | ii) 110 mm OD |
| 10 | iii) 140 mm OD |
| 11 | Providing lead chaulked joints to spun iron or C.I pipes and specials including testing of joints but excluding the cost of pig lead as per CPWD specification and direction of the Engineer-in-charge. |
| 12 | i) 80 mm dia |
| 13 | ii) 100 mm dia |
| 14 | iii) 125 mm dia |
| 15 | iv) 150 mm dia |
| 16 | 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. |
| 17 | A. For UPVC pipes in new worka. In all kinds of soili. For pipes not exceeding 90 mm dia |
| 18 | ii. For pipes exceeding 90 mm dia but not exceeding 300 mm dia |
| 19 | Providing and laying S&S C.I standard specials such as tees, bends,collars, tappers, caps etc ( heavy class) as per CPWD specification & direction of the Engineer-in-charge.i) Upto 300 mm dia |
| 20 | 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. A. By Manual Means |
| 21 | Providing & supplying of pig lead conforming to IS : 27 at site of work as per CPWD specipication & direction of the Engineer-in-charge. |
| 22 | 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 chapter 20 of CPWD specification and direction of the Engineer - in - charge. |
| 23 | i) 80 mm dia A) PN-1.6 |
| 24 | ii) 100 mm dia A) PN-1.6 |
| 25 | iii) 125 mm dia. A) PN - 1.6 |
| 26 | iv) 150 mm dia.A) PN - 1.6 |
| 27 | iv) 200 mm dia.A) PN - 1.6 |
| 28 | Charges for dismantling PVC /HDPE pipe after necessary excavation of earth in/c washing & stacking of pipesproperly at side with all leads & lifts &backfilling of soil as required in layers not exceeding 200 mm in dpth in/c consoloding each deposited layer by ramming , watering etc. complete as per specification &dirction of the Engineer-in-charge. |
| 29 | i) 90 mm dia |
| 30 | ii) 110 mm dia |
| 31 | iii) 140 mm dia |
| 32 | Providing and laying of flexible pvc pipe ( conforming to IS: 7634) complete as per specificationand direction of the engineer-in-charge ( cost of earth work and fittings will be paid separartely). |
| 33 | (i) 15 mm dia |
| 34 | (ii) 25 mm dia |
| 35 | Providing and fixing G.I socket as per CPWD specification and direction of the Engineer-in-charge. i) 15 mm dia |
| 36 | Providing and fixing G.I union as per CPWD specification and direction of the Engineer-in-charge.i) 15 mm dia. |
| 37 | 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 |
| 38 | Providing and fixing G.I Nipple of medium class as per CPWD specification and direction of the Engineer-in-charge.i) 15 mm dia and 150 mm long |
| 39 | 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.i) 15 mm nominal bore |
| 40 | 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 |
| 41 | Providing and fixing C.I non-return valve of approved quqlity as per of CPWD specification and direction of the Engineer-in-charge. |
| 42 | i) 80 mm nominal bore |
| 43 | ii) 100 mm nominal bore |
| 44 | Providing and fixing brass ferrule with C.I cover conforming to IS : 2632 including boring and tapping the main as per CPWD specification and direction of the Engineer-in-charge. |
| 45 | i) 10 mm nominal bore |
| 46 | ii) 15 mm nominal bore |
| 47 | Clearing of deposit Iron inside of laying pve pipe line ( 90/110/140 mm dia) in/c excavating trencing for 100 mtr layed pipe line required width and depth after 20 mtr. Distance & 3 mtr. longs in every 100 mtr. Clearing through UPVC coil pipe & laying the same the necessary coupler & solvent cement etc ( solvent coupler will be issued by the deptt. at free of cost ) |
| 48 | Providing and fitting fixing Tyton joint, collar including fitting fixing of MS flat, square bar rubber gasket of appear quality alongwith painting with anticonosive litumastic black paint and fitting fixing of nut and bolts etc. including necessary excavating of trenches refilling etc. complete as required as per CPWD specification and direction of the Engineer-in-charge. |
| 49 | i) 80 mm dia |
| 50 | ii) 100 mm dia |
| 51 | iii) 150 mm dia |
| 52 | iv) 200 mm dia |
| 53 | Clearing of deposited iron inside of laid of (CI/DI) pipeline of different dia (150/125/100 mm) and dismantling including trenching, refilling for every 100 mtr. Laid pipeline of required width and depth, cutting for every 100 mtr pipe iron through PVC coil pipe after clearing and washing and laying the same with rubber gasket pipe layed joint as per direction of the Engineer-in-charge. (Pig lead will be issued by the department at free of cost but rubber gasket and other T&P will be arranged by the agency). |
| 54 | 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. |
| 55 | i. 90 mm OD |
| 56 | ii. 110 mm OD |
| 57 | iii. 140 mm OD |
| 58 | 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. |
| 59 | i. 90 mm OD |
| 60 | ii. 110 mm OD |
| 61 | iii. 140 mm OD |
| 62 | Dismantling old C.I. / D.I. pipes including excavation and refilling trenches after taking out the pipes, breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes at site lead upto 50 metre as per chapter 20 of CPWD specification and direction of the Engineer - in - charge. |
| 63 | i) 80 mm dia |
| 64 | ii) 100 mm dia |
| 65 | iii) 125 mm dia |
| 66 | iv) 150 mm dia Please Enable Macros to View BoQ information |
