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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.6 CrAccepted-AOC | ₹12.6 Cr | L1 | Accepted-AOC Selected as L1 bidder |
| 2 | L1₹12.6 CrRejected-AOC | ₹12.6 Cr | L1 | Rejected-AOC L1 bidder |
| 3 | L1₹12.6 CrRejected-AOC AT PO KALAMPUR DIST KALAHANDI PIN 766013 | KALAMPUR | KALAHANDI | ODISHA | 766013 | ₹12.6 Cr | L1 | Rejected-AOC L1 bidder |
| 4 | L1₹12.6 CrRejected-AOC | ₹12.6 Cr | L1 | Rejected-AOC L1 bidder |
| 5 | L1₹12.6 CrRejected-AOC AT PO LADUGAON PS KOKSARA DIST KALAHANDI STATE ODISHA PIN 766019 | LADUGAON | KALAHANDI | ODISHA | 766019 | ₹12.6 Cr | L1 | Rejected-AOC L1 bidder |
Tender Value
₹14.8 Cr
EMD Value
₹14.8 L
Closing Date
1 Sept 2025, 5:30 pmClosed
Chief Engineer, Roads-II, Odisha
O/o the E.I.C (Civil-Cum-Roads), Odisha, Nirman Soudha, New Building, Unit-V, Bhubaneswar
Improvement of Dhodra-Singsari road from 10/000 km to 22/601 km (excluding from 14/685 km to 15/115 km) in the district of Nabarangpur under State Plan
2025_EICCL_116853_1
CE-ROADS-II-09/2025-26
Open Tender
Civil Works - Roads
Percentage
420 days
Nabarangpur Division
Please refer Tender documents.
4 documents required · 4 mandatory
₹10,000
₹14.8 L
Yes
10 Jul 2026
14 Aug 2025
2 Sept 2025
14 Aug 2025
1 Sept 2025
14 Aug 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 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&H Specifications for Road & Bridge works (5th Revision) & including cost of all labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. | 1,02,875.5 | Sqm | 8.45 | ₹8,69,297.98 |
| 2 | Earth work in excavation in all kinds of soil for road works & foundation of structures 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 & 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 & 304 of Specification for road & bridge work of MORT&H (5th Revision) & Direction of Engineer in charge. | - | Cum | 74.79 | - |
| 3 | 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 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. | 1 | Cum | 36.05 | ₹36.01 |
| 4 | 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&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. | - | Cum | 1,857 | - |
| 5 | 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&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. | - | Cum | 2,186.34 | - |
| 6 | 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 & 502 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. | - | Sqm | 39.05 | - |
| 7 | 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 & 503 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. | 1 | Sqm | 13.01 | ₹13 |
| 8 | Providing & laying Bituminous Macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen, transported to site, laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per Section 900 & Clause 504 of MOSRT&H Specification for Road & Bridge works (5th Revision) &including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge. | 0.2 | Cum | 7,714.62 | ₹1,542.92 |
| 9 | Providing & laying semi dense bituminous concrete with batch type hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per Section 900 & Clause 501 & 508 of MOSRT&H Specification for Road & Bridge works (4th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. | 0.4 | Cum | 9,944.19 | ₹3,977.68 |
| 10 | Providing compacted shoulder with granular materials by using moorum of approved quality, watering and compacting with PRR to achieve the required density in OMC complete in all respect as per approved drawing and technical specifications as per Section 900 and Clause 408 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. | - | Cum | 977.78 | - |
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