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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1st lowest₹6.7 LAccepted-AOC | ₹6.7 L | 1st lowest | Accepted-AOC Winner |
| 2 | 1st lowest₹6.7 LRejected-Finance | ₹6.7 L | 1st lowest | Rejected-Finance Not Qualified |
| 3 | 1st lowest₹6.7 LRejected-Finance | ₹6.7 L | 1st lowest | Rejected-Finance Not Qualified |
| 4 | 1st lowest₹6.7 LRejected-Finance | ₹6.7 L | 1st lowest | Rejected-Finance Not Qualified |
| 5 | 1st lowest₹6.7 LRejected-Finance AT P O PALASINGHA DIST KENDRAPARA PIN 754222 | KENDRAPARA | ODISHA | 754222 | ₹6.7 L | 1st lowest | Rejected-Finance Not Qualified |
Updated dates
Tender Value
₹7.1 L
EMD Value
₹7,140
Closing Date
10 Feb 2026, 5:00 pmClosed
S.E R.W Division-II, Kendrapara, near New Medical
S.E R.W Division-II, Kendrapara, near New Medical
S/R to Amrutamohini to Jagatnathpur road for the year 2025-26
2026_CERWI_125151_27
E PROCUREMENT NOTICE NO.RWD-II/KPD-17/25-26
Open Tender
Civil Works - Roads
30 days
Kendrapda
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,000
₹7,140
Yes
23 Apr 2026
29 Jan 2026
11 Feb 2026
29 Jan 2026
10 Feb 2026
29 Jan 2026
29 Jan 2026 - 9 Feb 2026
Clearing and grubbing the road land including uprooting Rank vegetation grass bushes shrubs etc complete.
P.C.C(1:3:6) using 40mm size H.G.metal well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.(AR-2006-P-43)Per one cum
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.
Construction of embankment with approved material obtained from borrow pit with all lift & leads, transporting to site by mechanical means within a lead of 5 Kms,spreading, grading to a required slope & compacting to meet requirement of table 300-2 & clause 305 of MoSRT & H specification for Road & Bridge work
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