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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.7 LAccepted-AOC | ₹12.7 L | L1 | Accepted-AOC Won the bid in lottery process as all the bidders quoted rates are same at par |
| 2 | L1₹12.7 LRejected-AOC AT DHATIADIHA PO SALACHUA PS MAHULADIHA DIST MAYURBHANJ PIN 757038 | DHATIADIHA | MAYURBHANJ | ODISHA | 757038 | ₹12.7 L | L1 | Rejected-AOC Not win in lottery process |
| 3 | L1₹12.7 LRejected-AOC R W DIVISION ANANDAPUR | BARDHAMAN | WEST BENGAL | 713364 | ₹12.7 L | L1 | Rejected-AOC Not win in lottery process |
| 4 | L1₹12.7 LRejected-AOC R W DIVISION ANANDAPUR | BARDHAMAN | WEST BENGAL | 713364 | ₹12.7 L | L1 | Rejected-AOC Not win in lottery process |
| 5 | L1₹12.7 LRejected-AOC | ₹12.7 L | L1 | Rejected-AOC Not win in lottery process |
Tender Value
₹12.7 L
EMD Value
₹12,711
Closing Date
5 Mar 2026, 5:00 pmClosed
Executive Engineer
O/o the Superintending Engineer, R.W. Division, Anandapur
Periodical Maintenance of Tukuna to Ambo Road Pot holes repair and SDBC from 0/000km to 1/500km for the year 2025-26
2026_CERWI_126735_6
17/EE/RWD/AND/2025-26
Open Tender
Civil Works - Roads
15 days
Salapada
Please refer tender documents
2 documents required · 2 mandatory
₹6,000
₹12,711
Yes
9 Apr 2026
27 Feb 2026
6 Mar 2026
27 Feb 2026
5 Mar 2026
27 Feb 2026
27 Feb 2026 - 5 Mar 2026
Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified materials with in all lifts and lead upto 1000 metres etc complete.
Supplying & filling moorum of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.
Construction of un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M-30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction, expansion and construction joints, applying sealant, admixtures as approved, curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification as per direction of the Engineer-in-Charge.
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