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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.1 LAccepted-AOC DARUGAMURA PARA SIDHAI MOHANPUR WEST TRIPURA 799212 | WEST TRIPURA | TRIPURA | 799212 | ₹9.1 L Quoted ₹10.1 L | L1 | Accepted-AOC L1 |
| 2 | L2₹9.1 LRejected-Finance AMBAGAN BISHALGARH SEPAHIJALA TRIPURA PIN 799102 | BISHALGARH | SEPAHIJALA | TRIPURA | 799102 | ₹9.1 L | L2 | Rejected-Finance L2 |
Tender Value
₹9.6 L
EMD Value
₹19,236
Closing Date
13 Feb 2026, 3:00 pmClosed
THE EXECUTIVE ENGINEER
O/O THE EXECUTIVE ENGINEER, DWS DIVISION, JIRANIA
Please refer to DNIeT
2026_CEDWS_69974_1
101/DNIeT/EE/DWS/JRN/2025-26
Open Tender
Civil Works - Water Works
90 days
RANIRBAZZAR
Please refer to DNIeT
3 documents required · 3 mandatory
₹1,000
₹19,236
29 Jun 2026
5 Feb 2026
13 Feb 2026
5 Feb 2026
13 Feb 2026
5 Feb 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, 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) | |||||
| 1.01 | i) 40 mm OD | 300 | mtr | 89.8 | ₹26,940 |
| 1.02 | ii) 50 mm OD | 300 | mtr | 112.8 | ₹33,840 |
| 1.03 | iii) 90 mm OD | 800 | mtr | 271.4 | ₹2,17,120 |
| 1.04 | iv) 110 mm OD | 400 | mtr | 372.1 | ₹1,48,840 |
| 1.05 | v) 140 mm OD | 100 | mtr | 612.8 | ₹61,280 |
| 2Excavating 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 Old work. a. All kind of Soils | |||||
| 2.01 | i) For pipes not exceeding 90 mm dia | - | mtr | 87.6 | - |
| 2.02 | ii) For pipes exceeding 90 mm dia but not exceeding 300 mm dia | - | mtr | 106.4 | - |
| 2.03 | C) For GI/CI/DI pipes in Old work. a. All kind of Soils | - | - | - | - |
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_71208.pdf
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Tendernotice_1.pdf
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BOQ_71208.xls
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