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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.5 CrAccepted-AOC AT PO SORE DIST BALASORE ODISHA PIN 756045 | SORE | BALASORE | ODISHA | 756045 | ₹10.5 Cr | L1 | Accepted-AOC Selected as L1 bidder |
| 2 | L1₹10.5 CrRejected-AOC AT HARIPUR PO KHARIANGA PS BARACHANA DIST JAJPUR | JAJPUR | ₹10.5 Cr | L1 | Rejected-AOC L1 bidder |
| 3 | L1₹10.5 CrRejected-AOC AT CHAURIA TOLA PO DHUMNAGAR JAGADISHPUR BIHAR | JAGADISHPUR | BIHAR | ₹10.5 Cr | L1 | Rejected-AOC L1 bidder |
| 4 | L1₹10.5 CrRejected-AOC | ₹10.5 Cr | L1 | Rejected-AOC L1 bidder |
| 5 | L1₹10.5 CrRejected-AOC AT PRAFULLA NAGAR WARD NO 12 DIST MAYURBHANJ PIN NO 757001 | MAYURBHANJ | ODISHA | 757001 | ₹10.5 Cr | L1 | Rejected-AOC L1 bidder |
Tender Value
₹12.3 Cr
EMD Value
₹12.3 L
Closing Date
8 Sept 2025, 5:30 pmClosed
Chief Engineer, Roads-I, Odisha
O/o the E.I.C (Civil-Cum-Roads), Odisha, Nirman Soudha, New Building, Unit-V, Bhubaneswar
Improvement to Jaleswar-Batagram-Chandaneswar road (SH-57) from Ch.24/000 km to 35/673 km in the district of Balasore under State Plan
2025_EICCL_117206_7
CE-ROADS-I-10/2025-26
Open Tender
Civil Works - Roads
Percentage
365 days
Balasore-II Division
Please refer Tender documents.
4 documents required · 4 mandatory
₹10,000
₹12.3 L
Yes
14 May 2026
22 Aug 2025
9 Sept 2025
22 Aug 2025
8 Sept 2025
22 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 | Unit - Sqm
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. | - | Sqm | 8.27 | - |
| 2 | Unit - Cum
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 & 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 | 74.72 | - |
| 3 | Unit - Sqm
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&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 | Sqm | 6 | ₹5.99 |
| 4 | Unit - Sqm
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&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge. | 1 | Sqm | 20.68 | ₹20.66 |
| 5 | Unit - Cum
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. | - | Cum | 36.01 | - |
| 6 | Unit - Cum
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. | 1 | Cum | 3,672.43 | ₹3,668.76 |
| 7 | Unit - Cum
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 | 3,952.96 | - |
| 8 | Unit - Sqm
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. | 1 | Sqm | 33.78 | ₹33.75 |
| 9 | Unit - Sqm
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 | 12.12 | ₹12.11 |
| 10 | Unit - Cum
Providing and laying dense graded bituminous macadam using crushed stone of Grade-II aggregate with batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG-30 Grade by weight of total 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 complete in all respects as per clause No. 505 & 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, royalty etc complete in all respect and as per direction of the Engineer-in-charge. . | - | Cum | 10,898.44 | - |
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