Tender For Running maintenance Of Water Supply Schemes Under Dws Division, Kumarghat During The Year 2026-27/Sh:- Maintenance Of Pipeline Including, Replacement Of Valves, Maintenance Of Household Tap Connections Within Zone-2 Of Chandipur Rd Block U
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Project Description
Tender for Running maintenance Of Water Supply Schemes Under Dws Division, Kumarghat During The Year 2026-27/Sh:- Maintenance Of Pipeline Including, Replacement Of Valves, Maintenance Of Household Tap Connections Within Zone-2 Of Chandipur Rd Block Under Dws Sub-Division, Kailahahar
BOQ
| Sl. No. | Item Description |
| 1 | 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 pipeline, in layers not exceeding 200 mm in depth including consolidating each deposited layer by ramming, watering etc. complete as per specification & direction of the Engineer-incharge.i) 90 mm OD |
| 2 | ii) 110 mm OD |
| 3 | iii) 140 mm OD |
| 4 | 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 -A) For UPVC pipes in new worka. In all kinds of soili) For pipes not exceeding 90 mm dia |
| 5 | ii) For pipes exceeding 90 mm dia but notexceeding 300 mm dia |
| 6 | 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 paidseparately ) as per CPWD specification and direction of the Engineer - in - charge. A. Class - 3 ( working pressure 6.0 kg / cm2)i) 40 mm OD |
| 7 | ii) 90 mm OD |
| 8 | iii) 110 mm OD |
| 9 | iv) 140 mm OD |
| 10 | Providing, fixing and laying fabricated UPVC bend ofrequired 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.i) 90 mm dia |
| 11 | ii) 110 mm dia |
| 12 | iII) 140 mm dia |
| 13 | Providing, fixing and laying fabricated UPVC end capconforming 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) 40 mm dia |
| 14 | ii) 90 mm dia |
| 15 | Providing, fixing and laying fabricated UPVC equal teeconforming 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 |
| 16 | ii) 110 x 110 mm dia |
| 17 | iii) 140 x 140 mm dia |
| 18 | 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 |
| 19 | ii) 140 x 110 mm dia |
| 20 | iii) 140 x 90 mm dia |
| 21 | Providing, fixing and laying flanged fabricated UPVCtailpiece 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 - chargei) 90 mm dia |
| 22 | iI) 110 mm dia |
| 23 | iii) 140 mm dia |
| 24 | 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.i) 40 mm dia. nominal bore |
| 25 | ii) 100 mm dia. nominal bore |
| 26 | iii) 150 mm dia. nominal bore |
| 27 | 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 |
| 28 | 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.i) 80 mm dia A. PN 1.6 |
| 29 | ii) 100 mm dia PN 1.6 |
| 30 | iii) 125 mm dia PN 1.6 |
| 31 | iv) 150 mm dia PN 1.6 |
| 32 | v) 200 mm dia PN 1.6 |
| 33 | vi) 250 mm dia PN 1.6 |
| 34 | Providing and fixing DI specials as per CPWD specification and direction of the Engineer - in - charge.K) D.I. Flanged Spigotted tail piecei) 100 mm dia |
| 35 | ii) 150 mm dia |
| 36 | iii) 200 mm dia |
| 37 | iv) 250 mm dia |
| 38 | J) D.I. Flanged Socketted tail piecei) 100 mm dia |
| 39 | ii) 150 mm dia |
| 40 | iii) 200 mm dia |
| 41 | iv) 250 mm dia |
| 42 | Providing and fixing G.I. Nipple of medium class as perCPWD specification and direction of the Engineer - in -charge.i)15 mm dia 75 mm long |
| 43 | Providing and fixing G.I. Full way valve as per CPWDspecification and direction of the Engineer - in - charge.i) 40 mm dia |
| 44 | Providing and fixing U.P.V.C. service saddle as per CPWD specification and direction of the Engineer - in - charge.i) 40 mm dia with 15 mm dia opening |
| 45 | ii) 90 mm dia with 15 mm dia opening |
| 46 | iii) 110 mm dia with 15 mm dia opening |
| 47 | iv) 140 mm dia with 15 mm dia opening |
| 48 | Providing, fixing and laying fabricated UPVC socket / coupler conforming to IS : 10124 ( Part 2 ) 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 |
| 49 | ii) 110 mm dia |
| 50 | iii) 140 mm dia |
| 51 | Providing and fixing G.I. Bend /elbow in the pipe lineincluding testing of joints complete as per CPWDspecification and direction of the Engineer - in - charge.i) 15 mm dia |
| 52 | ii) 40 mm dia |
| 53 | iii) 80 mm dia |
| 54 | iv) 100 mm dia |
| 55 | Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer - in - charge.i) 15 mm dia |
| 56 | Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge.i) 15 mm dia |
| 57 | Providing & fitting fixing of G.I. flange ( 10 mm wallthickness ) by welding with G.I. / MS pipe and placingposition as per specification and the direction of the Engineer-i) 80 mm dia |
| 58 | ii) 100 mm dia |
| 59 | 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 |
| 60 | 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.ii) 15 mm dia nominal bore |
| 61 | Providing and laying of flexible PVC pipe (conforming to IS:7634) complete including earth work as per specification and direction of the Engineer - in - charge (cost of fittings willbe paid separately).i) 15 mm dia |
| 62 | ii) 20 mm dia |
| 63 | Cleaning & washing of CI/DI/PVC pipes, cutting at ininterval not less than 50 m, with the help of 30/40 mm dia PVC Coil pipe having suitable brush at front end and making good the pipe with required specials including eart cutting & refilling complete as per direction of Engineer in Charge. (Collar, Coupler, solvent cement, pig led if required shall be supplied by the department) |
| 64 | Constructing masonry Chamber 90x90x100 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement : 4 fine sand) for sluice valve, with C.I. surface box 100 mm. top diameter, 160 mm bottom diameter and 190 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand:10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design :A. With Second Class bric Please Enable Macros to View BoQ information |
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