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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 LAccepted-AOC | ₹3.9 L | L1 | Accepted-AOC The work has been awarded to Subhashree Subhalaxmi Satapathy |
| 2 | L2₹4.6 LRejected-Finance AT BHUBAN P O PS DHARMASALA DIST JAJPUR PIN 755008 | JAJAPUR | ODISHA | 755008 | ₹4.6 L | L2 | Rejected-Finance Other than L1 |
| 3 | L2₹4.6 LRejected-Finance AT CHORAMUHAN PO DHARMASHALA DIST JAJPUR PIN 755008 | DHARMASHALA | JAJPUR | ODISHA | 755008 | ₹4.6 L | L2 | Rejected-Finance Other than L1 |
| 4 | L2₹4.6 LRejected-Finance | ₹4.6 L | L2 | Rejected-Finance Other than L1 |
Tender Value
₹4.6 L
EMD Value
₹4,640
Closing Date
17 Mar 2026, 5:00 pmClosed
Superintending Engineer
O/o the Superintending Engineer, Rural Works Division-II, Jajpur at Jaraka
S/R to R.D road Dihakurans to Damodarpur for the year 2025-26
2026_CERWI_127169_4
Tender Online JJPR-II-09 of 2025-26
Open Tender
Civil Works - Roads
10 days
Jaraka
Please refer Tender documents.
3 documents required · 3 mandatory
₹4,000
₹4,640
Yes
25 May 2026
12 Mar 2026
17 Mar 2026
12 Mar 2026
17 Mar 2026
12 Mar 2026
12 Mar 2026 - 16 Mar 2026
Providing C.C (1:2.5:5) using 12 mm size H.G chips of approved quality from approved quarry including hoisting, lowering and laying concrete to the required level ramming watering and curing etc. complete with all cost, conveyance, royalty with all labour and T&P etc. complete as per direction of EIC. (A/R 2006 page 45 item 8
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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