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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.0 LAccepted-AOC AT MAIN ROAD DABUGAM PO PS DABUGAM DIST NABARANGPUR | DABUGAM | NABARANGPUR | ODISHA | L1 | Accepted-AOC Awarding of Contract | |
| 2 | L2₹5.2 L+₹22,969 (4.63%)Rejected-AOC AT JAMBAGUDA PO MAJHIGUDA PS PAPADAHANDI DIST NABARANGPUR ODISH | L2 | Rejected-AOC Disqualified in Transparent Lottery |
Tender Value
₹7.6 L
EMD Value
₹7,631
Closing Date
8 Jul 2026, 5:00 pmClosed
Executive Engineer
RURAL WORKS DIVISION-I, NAWARANGPUR
Manigam to Ratiguda_Road_ CC Overlayig 4.350 to 4.500
2026_CERWI_133084_1
EERWNGP Online 05 2026 27
National Competitive Bid
Civil Works - Roads
Percentage
60 days
Papdahandi
Please go through the tender documents
2 documents required · 2 mandatory
₹4,000
₹7,631
Yes
13 Oct 2026
25 Jun 2026
9 Jul 2026
25 Jun 2026
8 Jul 2026
25 Jun 2026
25 Jun 2026 - 8 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 | Earth work in excavation of fondation in hard soil within the initial lead & lift including dressing & levelling the bed & depositiong the excavated earth away from the site etc. all complete as per the direction of Engineer in Charge. | 126.15 | cum | 282.89 | ₹35,686.57 |
| 2 | Filling sand-Supplying & filling good clean river sand of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge. | 36.43 | cum | 541.44 | ₹19,724.66 |
| 3 | P.C.C(1:3:6) using 40mm size H.G.metal well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete | 24.82 | cum | 5,845.3 | ₹1,45,080.35 |
| 4 | 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. | 81.56 | cum | 6,833.4 | ₹5,57,332.1 |
| 5 | Construction of embankment with approved material obtained from borrow pits withall lift &leads, transporting to site by mechanical means within a lead of 1000 m, spreading, grading to required slope and compacting to meet requirement of Table 300.2 & clause 305 of MoSRT&H specifications for Road & Briidge works ( 4th revision) | 26.1 | cum | 201.61 | ₹5,262.02 |
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