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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹18.7 CrAdmitted-Finance | -21.37% | ₹18.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹19.0 Cr+₹21.0 L (1.12%)Admitted-Finance AT PO MAHISHADAL DIST EAST MIDNAPORE WEST BENGAL | MAHISHADAL | EAST MIDNAPORE | WEST BENGAL | -20.49% | ₹19.0 Cr+₹21.0 L (1.12%) | L2 | Admitted-Finance |
| 3 | L3₹19.0 Cr+₹30.3 L (1.62%)Admitted-Finance | -20.10% | ₹19.0 Cr+₹30.3 L (1.62%) | L3 | Admitted-Finance |
| 4 | L4₹19.7 Cr+₹99.4 L (5.30%)Admitted-Finance | -17.20% | ₹19.7 Cr+₹99.4 L (5.30%) | L4 | Admitted-Finance |
| 5 | L5₹20.6 Cr+₹1.9 Cr (10.1%)Admitted-Finance | -13.46% | ₹20.6 Cr+₹1.9 Cr (10.1%) | L5 | Admitted-Finance |
Tender Value
₹23.8 Cr
EMD Value
₹23.8 L
Closing Date
18 Feb 2026, 5:30 pmClosed
Engineer-in-Chief (Civil), Roads-I, Odisha
O/o the E.I.C (Civil), Odisha, Nirman Soudha, New Building, Unit-V, Bhubaneswar.
Improvement such as widening and strengthening of Baripada Bamanghati road (Kalabadia to Bangriposi) from 0/000 km to 14/477 km in the district of Mayurbhanj under State Plan
2026_EICCL_125386_1
CE-ROADS-I-20/2025-26
Open Tender
Civil Works - Roads
Percentage
480 days
Rairangpur Division
4 documents required · 4 mandatory
₹10,000
₹23.8 L
Yes
20 May 2026
2 Feb 2026
19 Feb 2026
2 Feb 2026
18 Feb 2026
2 Feb 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 | 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 materials 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 and H Specifications for Road and Bridge works (5th Revision) and including cost of all labour, T and P etc complete and as per direction of Engineer-in-Charge. | 1,13,256 | sqm | 8.45 | ₹9,57,013.2 |
| 2 | Scarifying and removing the existing bituminous road surface to the required depth as per approved drawing and technical specifications and disposal of scarified materials within all lifts and lead upto 1000mtr. complete in all respect as per Section 900, Clause 305.4.3, 305.8, 305.9.5, 501.8.3.2, 501.8.7.2 and 501.8.8.1 of MoRT and H Specifications for Road and Bridge works (5th Revision) and including cost of all labour, T and P, royalty etc complete and as per direction of Engineer-in-Charge. | 14,832.3 | sqm | 6.03 | ₹89,438.77 |
| 3 | Reworking the scarified bituminous surface suitably after supplementing the base materials with sand and compacting finished surface as per approved drawing and technical specifications as per Section 900, Clause 501.8.3.2 and 501.8.8.1 of MoRT and H Specifications for Road and Bridge works (5th Revision) and as per direction of Engineer-in-Charge. | 21,189 | sqm | 23.81 | ₹5,04,510.09 |
| 4 | Earth work in excavation in all kinds of soil for road works with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers as per drawing and technical specification, including setting out, dressing of section to correct line, level, grade and camber for road work or dressing of sides and bottom for foundation of structures and loading into tippers, transporting to embankment site within all lifts and lead upto 1000mtr. and utilising the surplus earth locally for road work wherever required, backfilling the excavation earth to the extent required etc complete in all respect as per clause 301 and 304 of Specification for road and bridge work of MORT&H (5th Revision) and Direction of Engineer in charge. | 25,535.8 | cum | 74.79 | ₹19,09,822.48 |
| 5 | Loosening to a depth of 150mm, leveling and compacting original ground supporting embankment /sub-grade as per approved drawing and technical specifications complete in all respect as per Section 900 and Clause 305, 305.3.4 of MoRTand H Specification for Road and Bridge works (5th Revision) and including cost of all labour, Tand P etc complete and as per direction of Engineer-in-Charge. | 16,988.4 | cum | 36.05 | ₹6,12,431.82 |
| 6 | Providing and laying Granular Sub-base with Grading-VI stone screening materials as per Table 400-1 as per approved drawing and technical specifications complete in all respect as per Section 900 and Clause 401 of MoRT and H Specifications for Road and Bridge works (5th Revision) and including cost and conveyance of all materials, labour, Tand P, royalty etc complete and as per direction of Engineer-in-Charge. | 18,165.7 | cum | 2,256.32 | ₹4,09,87,632.22 |
| 7 | Providing Wet Mix Macadam using crushed stone aggregates as per approved drawing and technical specifications complete in all respect as per Section 900 and Clause 406 of MoRT and H Specifications for Road and Bridge works (5th Revision) and including cost and conveyance of all materials, labour, T and P, royalty etc complete and as per direction of Engineer-in-Charge. | 13,072.35 | cum | 2,608.86 | ₹3,41,03,931.02 |
| 8 | Providing and applying primer coat with slow setting bitumen emulsion on prepared surface of granular base, including clearing road surface and spraying primer using mechanical means as per approved drawing and technical specifications complete in all respect as per Section 900, Clause 501.5.2 and 502 of MoRT and H Specifications for Road and Bridge works (5th Revision) and including cost and conveyance of all materials, labour, Tand P etc complete and as per direction of Engineer-in-Charge. | 65,002.8 | sqm | 35.97 | ₹23,38,150.72 |
| 9 | Providing and applying tack coat with rapid setting bitumen emulsion on the prepared bituminous/ granular surface including cleaning with mechanical broom and spraying bitumen emulsion using mechanical means as per approved drawing and technical specifications complete in all respect as per Section 900, Clause 501.5.2 and 503 of MoRT and H Specifications for Road and Bridge works (5th Revision) and including cost & conveyance of all materials, labour, T and P etc complete and as per direction of Engineer-in-Charge. | 1,45,089.9 | sqm | 12.88 | ₹18,68,757.91 |
| 10 | Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No.505 and section 900 of specifications for Road and Bridge works of Ministry of Road Transport and Highways (5th Revision) and including cost of all materials, labour, T and P, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge. | 3,479.09 | cum | 10,034.97 | ₹3,49,12,513.6 |
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