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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.9 LAccepted-AOC TAMSABARI SEPAHIJALA DISTRICT 799115 | SEPAHIJALA | TRIPURA | 799115 | ₹7.9 L | L1 | Accepted-AOC Accepted |
Tender Value
Refer Docs
EMD Value
₹19,416
Closing Date
19 Mar 2026, 3:00 pmClosed
THE EXECUTIVE ENGINEER
O/o The Executive Engineer DWS Division Bishalgarh
Running and Mtc. of NRDWP/JJM/RWS Scheme/ SH Maintainence of Pipeline along with all the other allied works in different DTW and SBDTW Schemes under Kathalia R.D Block within
2026_CEDWS_71504_1
298/EE/DWS/BLG/2025-26
Open Tender
Civil Works - Water Works
Percentage
180 days
Kathalia
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,000
₹19,416
10 Jun 2026
11 Mar 2026
20 Mar 2026
12 Mar 2026
19 Mar 2026
12 Mar 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 |
|---|---|---|---|---|---|
| 1Maintainence of Pipeline | |||||
| 1.01 | 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-in charge. | - | - | - | - |
| 1.02 | i). 90 mm dia | - | No. | 558.1 | - |
| 1.03 | ii). 110mm dia | - | No. | 623.2 | - |
| 1.04 | iii). 140mm dia | - | No. | 689.1 | - |
| 2Excavating trenches of required width for pipes, cables etc. in/c excavation for sockets and dressing of sides, where required ramming of bottom, depth up to 1500 mm ( Slope 1 in 200) in/c getting out the excavated soil and backfilling of soil as required after laying of pipe line, in layer not exceeding 200mm in depth in/c consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil as directed with all required lead as per Chapter-2 of CPWD specification & direction of the Engineer-in-Charge. A). For UPVC pipes in new work. a). In all kinds of soil. | |||||
| 2.01 | i). For pipes not exceeding 90mm dia | - | Mtr. | 87.6 | - |
| 2.02 | ii). For pipes exceeding 90mm dia but not exceeding 300mm dia. | - | Mtr. | 106.4 | - |
| 3Providing fixing and laying rigid UPVC pipe conforming to IS:4985 jointing with coupler of same class conforming to IS: 10124 (Pt.II) with solvent cement conforming to IS: 14182 in/c testing of joint complete but ex/c the cost of specials like bend,tees, etc. which will be paid seperately as per CPWD specification & direction of the Engg.-in-charge. (A) Class-3 (Working Pressure 6.0kg/cm2). | |||||
| 3.01 | (i) 40mm OD | - | Mtr. | 89.8 | - |
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_72757.pdf
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Tendernotice_1.pdf
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BOQ_72757.xls
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D.pdf
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