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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹6.7 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | ||
| 2 | L1₹6.7 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | ||
| 3 | L1₹6.7 LAdmitted-Fee/PreQual/Technical/Finance AT KANDHEPURI P O GADASALI P S GADASAGOPALA DIST PURI PIN 752017 | PURI | PURI | ODISHA | 752017 | L1 | Admitted-Fee/PreQual/Technical/Finance | ||
| 4 | L1₹6.7 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | ||
| 5 | L1₹6.7 LAdmitted-Fee/PreQual/Technical/Finance AT BRAHMANPADA P O SAUBIGOPAL P S SAUHALAPAL DIST PURI PIN 752014 | PURI | PURI | ODISHA | 752014 | L1 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹6.7 L
EMD Value
₹6,718
Closing Date
18 Jul 2026, 5:00 pmClosed
Executive Engineer
RURAL WORKS DIVISION, PURI
Satyabadi Temple to Alasarang_Road_CC overlaying and Paver Block0.300 to 0.350 0.350 to 0.500
2026_CERWI_135488_1
Online-01 of 2026-27
National Competitive Bid
Civil Works - Roads
Percentage
30 days
Puri
2 documents required · 2 mandatory
₹4,000
₹6,718
Yes
25 Aug 2026
11 Jul 2026
20 Jul 2026
11 Jul 2026
18 Jul 2026
11 Jul 2026
11 Jul 2026 - 17 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 | Providing Plain cement concrete of M-15 grade with 40mm size H.G. chips & down graded of approved quality and from approved quarry including hoisting, lowering and laying concrete & ramming in layers not exceeding 0.15m thick watering and curring including cost ,conveyance, royality, taxes of all materials and labour with T&P required for the work etc. complete as per specification and direction of the Engineer-in-Charge. | 7.56 | cum | 5,909.62 | ₹44,676.73 |
| 2 | 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 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. | 87.48 | cum | 7,168.3 | ₹6,27,082.88 |
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