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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.2 LAccepted-AOC | L1 | Accepted-AOC Successful Bidder | |
| 2 | L1₹21.2 LRejected-AOC | L1 | Rejected-AOC Un Successful Bidder | |
| 3 | L1₹21.2 LRejected-AOC | L1 | Rejected-AOC Un Successful Bidder | |
| 4 | L1₹21.2 LRejected-AOC AT GHANTESWAR PO BIRIADIA DISTRICT BHADRAK PIN 756129 | BHADRAK | ODISHA | 756129 | L1 | Rejected-AOC Un Successful Bidder | |
| 5 | L1₹21.2 LRejected-AOC | L1 | Rejected-AOC Un Successful Bidder |
Tender Value
₹21.2 L
EMD Value
₹21,186
Closing Date
24 Jul 2026, 4:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer
RURAL WORKS DIVISION, BHADRAK
Repair of Roads
2026_CERWI_135744_1
TCN 01 of 2026-27
Open Tender
Civil Works - Roads
Percentage
60 days
Bhadrak
PAN, GST, Affidavit and other relevant document as per DTCN
2 documents required · 2 mandatory
₹6,000
₹21,186
Yes
3 Nov 2026
14 Jul 2026
27 Jul 2026
14 Jul 2026
24 Jul 2026
14 Jul 2026
14 Jul 2026 - 24 Jul 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earthwork in excavation in foundation and trenches hard soil or gravelly soil within 50m initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of Engineer-in-charge. | - | Cum | 282.88 | - |
| 2 | Filling with sand well watered and compacted with appropriate rammer or mechanical compactor and top surface dressed and levelled to proper gradient as per direction of the Engineer-in-charge including watering and ramming with cost conveyance, royalities, taxes of all materials and labour with required for the work etc. complete as per specification and direction of the Engineer-In-charge. | - | Cum | 1,361.06 | - |
| 3 | P.C.C.M-15 with Cement concrete 1:2.5:5 in Foundation with using h.g.stone agreegates of approved quality including hoisting and laying placing in position concrete watering and curing including cost of rigid and smooth stool centering and shuttering and cost, conveyance, royality and taxes of all materials labour required for the work etc. complete The materials used in the work and finished item of work shall confirm to relevant I.S specification and as per specification and direction of the Engineer-In-charge | - | Cum | 6,563.93 | - |
| 4 | Construction of un-reinforced , dowel jointed at expansion and construction only, plain 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 20 mm and down graded , mixed in a concrete mixer 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. | - | Cum | 7,768.82 | - |
| 5 | Earthwork in hard soil or gravelly soil within 50m initial lead and 1.5m initial lift including rough dressing and breaking clods by mechanical means to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of Engineer-in-charge. | - | Cum | 276.39 | - |
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finance_601414.pdf
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