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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.0 CrAccepted-AOC KHATA NO 930 38 WARD NO 02 NEAR JAGANNATH TEMPLE DHARMAGARH 766015 DIST KALAHANDI ODISHA | DHARMAGARH | KALAHANDI | ODISHA | 766015 | ₹21.0 Cr | L1 | Accepted-AOC 1st lowest bidder selected through transparent lottery system |
| 2 | L1₹21.0 CrRejected-Finance | ₹21.0 Cr | L1 | Rejected-Finance 1st lowest bidder |
| 3 | L1₹21.0 CrRejected-Finance AT SAMALBHUMI COLONY N H 6 PO DHANKAUDA DIST SAMBALPUR 768006 | SAMBALPUR | ODISHA | 768006 | ₹21.0 Cr | L1 | Rejected-Finance 1st lowest bidder |
| 4 | L1₹21.0 CrRejected-Finance | ₹21.0 Cr | L1 | Rejected-Finance 1st lowest bidder |
| 5 | L1₹21.0 CrRejected-Finance | ₹21.0 Cr | L1 | Rejected-Finance 1st lowest bidder |
Tender Value
₹24.7 Cr
EMD Value
₹24.7 L
Closing Date
9 Dec 2025, 5:00 pmClosed
Chief Engineer, Bridges, Odisha
Nirman Soudha, O/o EIC (Civil), Odisha, Bhubaneswar
Improvement to PWD road from Sinkhaman (connecting Balangir - Titlagarh NH to Deogaon) to Bhutiarbahal and Bhutiarbahal to Dhandamal from 0.0 to 10.870km in the District of Balangir for the year 2025-26
2025_EICCL_121279_3
CE-BRIDGES-08/2025-26
Open Tender
Civil Works - Roads
Percentage
335 days
in the District of Balangir
Please refer Tender documents.
4 documents required · 4 mandatory
₹10,000
₹24.7 L
Yes
21 May 2026
18 Nov 2025
10 Dec 2025
18 Nov 2025
9 Dec 2025
18 Nov 2025
18 Nov 2025 - 5 Dec 2025
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 | Clearing and grubbing road land including uprooting trees rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned upto a lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm in thickness as per Clause 201 of MoRT&H Specifications for Road & Bridge works (5th Revision)and as per direction of Engineer-in-Charge. | 55,502 | Sqm | 8.45 | ₹4,68,991.9 |
| 2 | Dismantling Cement Concrete grade of M-15 & M-20 by manual means including disposal of unserviceable materials & stacking serviceable materials upto 1000m lead with cost of all labour, machinery etc complete as per Clause -202 of MoRT&H Specifications for Road & Bridge works (5th Revision). | 206.98 | Cum | 650.1 | ₹1,34,557.7 |
| 3 | 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 in all respect as per approved drawing and Technical Sepction as per Section 900 and Clause 301 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost of all labour, T&P, royalty etc complete and as per direciton of Engineer-in-Charge. | 29,351.13 | Cum | 74.79 | ₹21,95,171.01 |
| 4 | Scarifying and removing existing Bituminous surface to the required depth and disposal of scarified material within all lifts and lead upto 1000metres, as per clause No. 305.4.3, 305.8, 305.9.6, 501.8.3.2, 501.8.7.2, 501.8.8.1 and Section 900 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision) & including cost of all materials, labour, T&P, taxes, royalty etc. complete in all respect and as per direction of the Engineer-in-charge. | 58,007.5 | Sqm | 6.03 | ₹3,49,785.23 |
| 5 | Reworking and compacting the scarified bituminous surface with Stone screened Dust passing through 2.36 mm sieve and retained on 0.075 mm sieve to line and level as per Clause 501.8.3.2 of MoRT&H Specifications for Road & Bridge works (4th Revision) including cost, conveyance, taxes, cess,royalties of all materials, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge | 58,008.5 | Sqm | 12.27 | ₹7,11,764.29 |
| 6 | Loosening, leveling and compacting original ground supporting embankment to facilitate placement of 1st layer of emankment, scarified to a depth of 150mm mixed with water at OMC and then compacted by rolling so as to achive minimum dry density given in the table 300.2 for embankment construction as per approved drawing andtechnical specifications complete in all respect as per Section 900 and Clause 305, 305.3.4 of MoRT&H Specification for Road & Bridge works (5th Revision) & including cost of all labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. | 13,089.87 | cum | 36.05 | ₹4,71,889.81 |
| 7 | Construction of embankment with approved materials deposited at site from road-way cutting excavation from drain and foundation other structures with all lifts and leads graded and compacted to meet requirement as per approved drawing and technical specifications complete in all respect as per Section 900 and Clause 305 of MoRT&H Specification for Road & Bridge works (5th Revision) & including cost of all labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. | 27,628.16 | cum | 35.83 | ₹9,89,916.97 |
| 8 | Fine dressing and providing, laying turfing with live sods of perennial turf forming grass on embankment slope, verges or other locations including preparation of ground, fetching of sods with all lifts and leads upto 5Km. and watering complete in all respect as per approved drawing and technical specifications as per Section 900 and Clause 307 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. | 44,335 | Sqm | 28.91 | ₹12,81,724.85 |
| 9 | Providing compacted granular materials in shoulder by using moorum having required P.I. value spreading in uniform layers not exceeding 100mm in depth and compacting with smoth wheeled roller to achieve the desired density, as per approved Drawing & Technical Specifications and as per Clause - 407 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, machinery, T&P etc complete. | 1,330.05 | Sqm | 657.4 | ₹8,74,374.87 |
| 10 | Construction of granular Sub-base by providing Granular sub-base Grading-VI material as per table 400-1, spreading in unifrom 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 for road & Bridge works (5th. Revision) | 13,758.56 | cum | 1,870.3 | ₹2,57,32,634.77 |
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