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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.8 LAccepted-AOC | ₹10.8 L | L1 | Accepted-AOC The work order has issued to the agency. |
| 2 | L2₹10.8 LRejected-Finance | ₹10.8 L | L2 | Rejected-Finance The bidder has not selected through the lottery system. |
| 3 | L2₹10.8 LRejected-Finance AT PO BHAWANIPATNA DIST KALAHANDI PS BHAWANIPATNA ODISHA | KALAHANDI | ODISHA | 766001 | ₹10.8 L | L2 | Rejected-Finance The bidder has not selected through the lottery system. |
| 4 | L2₹10.8 LRejected-Finance | ₹10.8 L | L2 | Rejected-Finance The bidder has not selected through the lottery system. |
| 5 | L2₹10.8 LRejected-Finance | ₹10.8 L | L2 | Rejected-Finance The bidder has not selected through the lottery system. |
Tender Value
₹12.7 L
EMD Value
₹12,710
Closing Date
21 Jan 2026, 5:00 pmClosed
Superintending Engineer, R.W. Division, Jaleswar
At/Po- Chalanti, Via- Jaleswar, Dist-Balasore
Road Works
2026_CERWI_124548_3
SE/RW/Jls-15/2025-26
Open Tender
Civil Works - Roads
60 days
Jaleswar
Please refer Tender documents.
2 documents required · 2 mandatory
₹6,000
₹12,710
Yes
2 Mar 2026
14 Jan 2026
22 Jan 2026
14 Jan 2026
21 Jan 2026
14 Jan 2026
14 Jan 2026 - 20 Jan 2026
Clearing grass & removal of rubbish upto a distance of 50m including cost of all labour T&P etc. required for the work complete to shape as per direction of the Engineer-in-charge.
Construction of un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement & M-30 (Grade) PCC, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 20 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, compacting & curing), etc. complete as per direction of the Engineer-in-charge including construction of contraction, expansion and construction of joints.
Earth work in hard soil beyond initial lead & lift & carriage Earth by Mechanical Means including dressing, breaking clods to maximum 5cm to 7cm, laying in layers not exceeding 0.3 m in depth including sectioning, cambering & ordinary compaction of PRR & all labour ,T&P, royalty & taxes etc. complete as per direction of the Engineer-in-charge.
Earth work in excavation of foundation in hard soil with all leads and lifts and to required depth including dressing and levelling the bed and depositing the excavated materials away from work site etc.complete as per direction of the Engineer-in-charge.
Filling foundation and plinth with sand well watered and rammed including cost, conveyance of materials, labour T&P, royalty etc. complete as per direction of the Engineer-in-charge.
Providing P.C.C. M-15 in foundation with appropriate size of aggregates of approved quality including hoisting laying concrete, formwork, cost & conveyance of materilas, labour, T&P, royality, taxes,curing etc.complete as per direction of the Engineer-in-charge.
Providing P.C.C. M-15 in sub-structure with appropriate size of aggregates of approved quality including hoisting laying concrete, formwork, cost & conveyance of materilas, labour, T&P, royality, taxes,curing etc.complete as per direction of the Engineer-in-charge.
Providing reinforce cement concrete of M-25 mix with 20mm and down graded size stone aggregate in foundation up to a depth of 1.50m. below ground level and upto a height of 1.50m. above ground level/ bed level including cost, conveyance, of all materials labour, T&P, royality, taxes,curing etc.complete as per direction of the Engineer-in-charge.
Providing & fixing in position High yield deformed bars/ reinforcement confirming to Fe 500 grade with cutting, bending, binding, straightening, tying and placing in position, using binding wire 18 to 20 gauge, cost & conveyance of materials,labour, T &P etc. complete as per direction of the Engineer-in-charge.
Providing and fixing of informatory sign board 1.2m x 1.0m x 1.6 mm M.S. plate with 2 Nos angle iron post along with excavation, PCC in post, painting & lettering etc. complete to shape as per direction of the Engineer-in-charge.
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