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Tender Value
₹2.6 L
EMD Value
₹5,233
Closing Date
10 Jul 2026, 3:00 pm2d left
EE DWS Division Kamalpur
EE DWS Division Kamalpur
Repairing of pipeline leakages and rewinding of pump motors, and other allied works etc. under Panboa VC under DWS Sub-Division Salema.
2026_CEDWS_74270_1
20/EE/PWD(DWS)/KMP/2026-27
Open Tender
Civil Works - Water Works
180 days
Dhalai District
Please refer Tender documents.
5 documents required · 5 mandatory
₹1,000
₹5,233
1 Jul 2026
1 Jul 2026
10 Jul 2026
1 Jul 2026
10 Jul 2026
1 Jul 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Providing 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, | |||||
| 1.01 | i) 125 mm dia. PN-1.0 | 1 | Nos | 5,426.3 | ₹5,426.3 |
| 1.02 | ii) 150 mm dia. PN-1.0 | 1 | Nos | 7,395.1 | ₹7,395.1 |
| 2Providing fixing & laying flanged fabricated UPVC tailapiece conforming to IS 10124 (part-6) with G.1 flange (8 mm thick) with solvent cement conforming to IS: 14182 inc testing of joints complete as per CPWD Specification & direction of the Engineer-in-Charge. | |||||
| 2.01 | i) 110 mm dia | 2 | Nos | 552.6 | ₹1,105.2 |
| 2.02 | ii)140 mm dia | 2 | Nos | 735.1 | ₹1,470.2 |
| 3 | Charges for repairing of leakages in UPVC HDPE pipe line with PVC coupler & solvent cement etc inc necessary earth excavation, backfilling of soil as required after laying of pipeline in layers not exceeding 200 mm in depth inte consolidating cach deposited lay er by ramming, watering etc. complete as per specification & direction of the Engineer in-charge.
i) 90 mm dia | 8 | Nos | 558.1 | ₹4,464.8 |
| 3.01 | (ii) 110 mm dia | 6 | Nos | 623.2 | ₹3,739.2 |
| 3.02 | iii) 140 mm dia | 5 | Nos | 689.1 | ₹3,445.5 |
| 4Excavating trenches of required width for pipes, cables etc, inle excavation for sockets, & dressing of sides where required, ramming of bottoms, depth up to 1500 mm(slope-1 in 200) in/c getting out the excavated soil, & back filling of soil as required, after laying of pipeline, in layers not exceeding 200 mm in depth in/c consolidating each deposited layer by ramming, watering etc. & disposing of surplus excavated soil with all required leads as per chapter 2- of CPWD specification & direction of the of the Engineer-in-charge A. For UPVC pipes in new work | |||||
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