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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.3 LAccepted-AOC | ₹31.3 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹34.3 LRejected-AOC BAYABANAPUR PS BHANDARIPOKHARI DIST BHADRAK | BHANDARIPOKHARI | BHADRAK | ODISHA | ₹34.3 L | L2 | Rejected-AOC rejected |
| 3 | L3₹34.6 LRejected-AOC | ₹34.6 L | L3 | Rejected-AOC rejected |
| 4 | L4₹35.0 LRejected-AOC | ₹35.0 L | L4 | Rejected-AOC rejected |
| 5 | L5₹35.6 LRejected-AOC AT BARIMAL PO HATIBARI PS SUKINDA DIST JAJPUR PIN 755018 | JAJAPUR | ODISHA | 755018 | ₹35.6 L | L5 | Rejected-AOC rejected |
Tender Value
₹46.6 L
EMD Value
₹46,610
Closing Date
27 Jan 2026, 5:00 pmClosed
O/o EE R.W.DIVISION-II,BHADRAK
O/o EE R.W.DIVISION-II,BHADRAK
S/R to Bhandaripokhari to Bayabanapur for the year 2025-26 in the District of Bhadrak
2026_CERWI_124668_6
SE/BDK-II/TCN-24/2025-26
Open Tender
Civil Works - Roads
30 days
Bhadrak
Please refer Tender documents.
3 documents required · 3 mandatory
₹6,000
₹46,610
Yes
15 Apr 2026
16 Jan 2026
28 Jan 2026
16 Jan 2026
27 Jan 2026
16 Jan 2026
16 Jan 2026 - 27 Jan 2026
Flank dressing to proper camber etc.complete
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.
Reworking or Rerolling the scarified bituminous surface suitably after supplementing the base materials with quarry dust and compacting finished surface.
Providing, laying, spreading & compacting graded stone aggregate to Wet Mix Macadam specification including pre mixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/base course on well prepared surface & compacting with vibratory roller to acieve the desired density as per clause 406 of MoSRT & H specifications for road & bridge works.(4th Revision)
Construction of un-reinforced, and construction joint only, 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 M30 (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 formwork 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 and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, 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 Clause
Earth work in hard soil in approved borrow areas including all leads & lifts & carriage with mechanical means on properly prepared & scientifically approved surface including spreading leveling earth in 22.50 cm. layers to make ready for compaction with PRR to bring it upto OMC condition as per specification & direction of Engineer-in-Charge.
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