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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.8 CrAccepted-Finance | ₹10.8 Cr | L1 | Accepted-Finance L1 |
| 2 | L1₹10.8 CrAccepted-Finance AT KANATIA PO MANGALAPUR P S TIHIDI DIST BHADRAK PIN 756130 | BHADRAK | BHADRAK | ODISHA | 756130 | ₹10.8 Cr | L1 | Accepted-Finance L1 |
| 3 | L2₹11.3 CrRejected-Finance | ₹11.3 Cr | L2 | Rejected-Finance L2 |
Tender Value
₹12.7 Cr
EMD Value
₹12.7 L
Closing Date
2 Feb 2026, 5:00 pmClosed
CCE R.W.CIRCLE, BALASORE
O/o The CCE R.W.CIRCLE, BALASORE
Construction of road from B.C.Road to Nuabandha in the District of Bhadrak under MMSY-DRR for the year 2025-26
2026_CERWI_124672_11
CCE-BLS-NCB-46 of 2025-26
National Competitive Bid
Civil Works - Roads
Percentage
360 days
Bhadrak
Please refer DTCN
4 documents required · 4 mandatory
₹10,000
₹12.7 L
Yes
15 Aug 2026
17 Jan 2026
3 Feb 2026
17 Jan 2026
2 Feb 2026
17 Jan 2026
17 Jan 2026 - 31 Jan 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 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified materials with in all lifts and lead upto 1000 metres etc complete and as per direction of Engineer-in-Charge. | 3,996 | Sqm | 6.03 | ₹24,095.88 |
| 2 | Dismantling of existing structures like culverts, bridges, retaining walls and other sturcture comprising of masonry, cement concrete wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable materials and stacking the serviceable materials with all lifts and lead of 1000m as per Technical Specification Clause 202 etc. complete & as per direction of the Engineer-in-Charge. | 28.8 | Cum | 1,611.74 | ₹46,418.11 |
| 3 | Re-working of scarified bituminous surface suitable after supplementing base materials with sand & compacting finished surface as per Technical Specification & as per Clause - 601.8.3.2 of MoSRT&H Specifications for road & Bridge works (Latest Revision) | 3,996 | Sqm | 31.91 | ₹1,27,512.36 |
| 4 | Removing all type of Hume Pipes and Stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works including T&P, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres and as per direction of Engineer-in-Charge. | - | - | - | - |
| 5 | Upto 600mm dia | 37.5 | RM | 291.53 | ₹10,932.37 |
| 6 | 600mm to 900mm dia | 45 | RM | 392.28 | ₹17,652.6 |
| 7 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site by mechanical means, spreading, grading to required slope and compacting to meet requirement of table 300-2 & clause 305 of MoRTH specifications for Road & Bridge works (4th revision) etc complete as per specification & direction of Engineer-in-Charge. | 31,338.07 | Cum | 201 | ₹62,98,952.07 |
| 8 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement as per MORD technical Specification Clause 301 and direction of the Engineer in Charge (excluding cost of excavation and transportation to site). | 7,031.52 | Cum | 50.4 | ₹3,54,388.61 |
| 9 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m etc complete as per specification & direction of Engineer-in-Charge. | 4,923.28 | Cum | 74.79 | ₹3,68,212.11 |
| 10 | Construction of granular sub-base by providing close grade granular sub-base grading-III material as per table-400-1, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density complete as per clause 401 of MOSRT&H Specifications as per the direction of the Engineer-in-Charge. | 557.04 | Cum | 3,087.72 | ₹17,19,983.55 |
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