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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹42.4 LAccepted-AOC | ₹42.4 L | L1 | Accepted-AOC Awarded through lottery winner vide Agrt.No.33 P1 of 2026-27 |
| 2 | L1₹42.4 LRejected-AOC | ₹42.4 L | L1 | Rejected-AOC Rejected |
| 3 | L1₹42.4 LRejected-AOC | ₹42.4 L | L1 | Rejected-AOC Rejected |
| 4 | L1₹42.4 LRejected-AOC AT P O DERANGA P S KANIHA DIST ANGUL 759117 | ANGUL | ANGUL | ODISHA | 759117 | ₹42.4 L | L1 | Rejected-AOC Rejected |
| 5 | L1₹42.4 LRejected-AOC | ₹42.4 L | L1 | Rejected-AOC Rejected |
Tender Value
₹42.4 L
EMD Value
₹42,374
Closing Date
7 Jul 2026, 5:00 pmClosed
Divisional Officer
RURAL WORKS DIVISION NO.II, BALASORE
42/6712-S/R to Maitapur - Hatamaitapur_Road_Box cell culvert -2X6X3- mtr and CD work_At 1.900 km for 2026-27
2026_CERWI_132862_1
E-TCN No2 of 2026-27
Open Tender
Civil Works - Roads
Percentage
60 days
Balasore
2 documents required · 2 mandatory
₹6,000
₹42,374
Yes
11 Sept 2026
24 Jun 2026
8 Jul 2026
24 Jun 2026
7 Jul 2026
24 Jun 2026
24 Jun 2026 - 6 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 | Dismantling of Cement Concrete pavment by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02cum in volume and stock piling at designated locations anddisposal of dismanteled materials up to a lead of 1000 meters stacking servicables and unservicables materials seprately of item-29 A/R 2006 page-205. | - | Cum | 1,738.04 | - |
| 2 | 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. | - | Cum | 282.88 | - |
| 3 | 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. | - | Cum | 1,281.87 | - |
| 4 | Plain cement concrete M-15 grade in Foundation complete as per drawing and technical specification. | 1 | Cum | 6,225.07 | ₹6,224.45 |
| 5 | Plain cement concrete M-15 grade in Sub-Structure complete as per drawing and technical specification. | 1 | Cum | 6,367.11 | ₹6,366.47 |
| 6 | R.C.C work of M-25 grade with 20mm and down grade black hard granite (crusherbroken) stone chips 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. Raft | - | Cum | 7,592.24 | - |
| 7 | R.C.C work of M-25 grade with 20mm and down grade black hard granite (crusherbroken) stone chips 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. Deck Slab | 1 | Cum | 10,543.7 | ₹10,542.65 |
| 8 | R.C.C work of M-25 grade with 20mm and down grade black hard granite (crusherbroken) stone chips 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. Rib | 1 | Cum | 9,635.09 | ₹9,634.13 |
| 9 | Proving R.C.C M-30 Casting in Wearing Coat including cost canveyance rayality & taxes of all materials cost of all labour T&P etc, complete. | - | Cum | 7,612.97 | - |
| 10 | 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. | - | Cum | 7,608.52 | - |
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