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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.5 LAccepted-AOC LEBACHERA JATANBARI NATUN BAZAR GOMATI TRIPURA DISTRICT PIN 799104 | JATANBARI | GOMATI | TRIPURA | 799104 | ₹32.5 L | L1 | Accepted-AOC The bidder is Technically and Financially responsive being L1. |
| 2 | L2₹35.5 L+₹3.0 L (9.10%)Rejected-AOC AMARPUR GOMATI DISTRICT TRIPURA | ₹35.5 L+₹3.0 L (9.10%) | L2 | Rejected-AOC The bidder is Technically and Financially responsive. |
Tender Value
₹32.7 L
EMD Value
₹65,426
Closing Date
20 May 2026, 3:00 pmClosed
Executive Engineer, DWS Division, Amarpur,
O/O The Executive Engineer, DWS Division, Amarpur,
Utility shifting of DWS Pipeline of water supply schemes/ SH- Dismantling of CI/DI and PVC Pipeline along with necessary fittings, sluice valves, relaying of pipeline and layimg of new pipeline in damaged area etc. complete at MRL02-Amarpur Natun Ba
2026_CEDWS_72776_1
05/DNIeT/SE/DWSC/UDP/2025-26
Open Tender
Civil Works - Water Works
Percentage
90 days
Amarpur
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,000
₹65,426
14 Aug 2026
13 May 2026
20 May 2026
13 May 2026
20 May 2026
13 May 2026
13 May 2026 - 20 May 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 |
|---|---|---|---|---|---|
| 1 | 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 mtr as per CPWD specification and direction of the Er. -in -Charge.
i) 100 mm dia | - | mtr | 455.8 | - |
| - | ii) 150 mm dia | - | mtr | 469.8 | - |
| - | Charge for dismantling PVC/HDPE pipe after necessary excavation of earth in/c washing and stacking of pipes properly at site 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 ramming, watering etc. complete as per specification and direction of the Er. -in -Charge.
i) 90 mm dia | - | mtr | 336.8 | - |
| - | ii) 110 mm dia | - | mtr | 360 | - |
| - | iii) 140 mm dia | - | mtr | 394.8 | - |
| - | 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 - charge.
A) For UPVC pipes in new work . In all kinds of soil.
i) For pipes not exceeding 90 mm dia | - | mtr | 87.6 | - |
| - | For pipes exceeding 90 mm dia but not exceeding 300 mm dia | - | mtr | 106.4 | - |
| - | For G.I/C.I/D.I pipes in new work
a. In all kinds of soil
(i) For pipes exceeding 90 mm dia but not exceeding 300 mm dia | - | mtr | 133.8 | - |
| - | For G.I/C.I/D.I pipes in old work
a. In all kinds of soil
(i) For pipes exceeding 80 mm dia but not exceeding 300 mm dia | - | mtr | 153.9 | - |
| - | Charges for laying S & S Centrifugally Cast(Spun) Ductile Iron Class K-7 Pipes conforming to IS: 8329 as per CPWD specification and direction of the Engineer-in-charge.
(i) 100 mm dia | - | Mtr | 130 | - |
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finance_74060.pdf
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