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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.2 CrAccepted-AOC AT KOTASAHI KAIRAPARI TANGI DIST CUTTACK | CUTTACK | CUTTACK | ODISHA | ₹22.2 Cr | L1 | Accepted-AOC 1st lowest bidder through transparent lottery system |
| 2 | L1₹22.2 CrRejected-Finance PLOT NO 38 SEC A WARD NO 05 P O MANCHESWAR INDUSTRIAL ESTATE DIST KHURDHA | KHURDHA | KHURDHA | ODISHA | ₹22.2 Cr | L1 | Rejected-Finance 1st lowest bidder |
| 3 | L1₹22.2 CrRejected-Finance AT PO PS PANIKOILI DIST JAJPUR ODISHA PIN 755043 | PANIKOILI | JAJPUR | ODISHA | 755043 | ₹22.2 Cr | L1 | Rejected-Finance 1st lowest bidder |
| 4 | L1₹22.2 CrRejected-Finance | ₹22.2 Cr | L1 | Rejected-Finance 1st lowest bidder |
| 5 | L1₹22.2 CrRejected-Finance | ₹22.2 Cr | L1 | Rejected-Finance 1st lowest bidder |
Tender Value
₹26.1 Cr
EMD Value
₹26.1 L
Closing Date
22 Dec 2025, 5:00 pmClosed
Chief Engineer, Bridges, Odisha
Nirman Soudha, O/o EIC (Civil), Odisha, Bhubaneswar
Improvement such as widening and strengthening of Shyamal to Anala road from Chainage 0.000 Km to 12.863 Km (excluding chainage 7.456km to 7.676km and 11.400km to 11.850km) in the District of Dhenkanal for the year 2025-26
2025_EICCL_122186_2
CE-BRIDGES-10/2025-26
Open Tender
Civil Works - Roads
Percentage
365 days
in the District of Dhenkanal
Please refer Tender documents.
4 documents required · 4 mandatory
₹10,000
₹26.1 L
Yes
20 Jul 2026
2 Dec 2025
23 Dec 2025
2 Dec 2025
22 Dec 2025
2 Dec 2025
2 Dec 2025 - 18 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 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. | 79,496 | Sqm | 8.45 | ₹6,71,741.2 |
| 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&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. | 18,294.5 | Sqm | 6.03 | ₹1,10,315.84 |
| 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&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge. | 36,589 | Sqm | 18.32 | ₹6,70,310.48 |
| 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 & 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. | 9,577.94 | Cum | 74.79 | ₹7,16,334.13 |
| 5 | 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 achieve 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. | 11,924.4 | Cum | 36.05 | ₹4,29,874.62 |
| 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&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. | 13,848.98 | Cum | 3,003.7 | ₹4,15,98,181.23 |
| 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&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. | 19,124.45 | Cum | 3,075.02 | ₹5,88,08,066.24 |
| 8 | Providing and applying primer coat with slow setting bitumen emulsion on prepared surface of granular base, including clearing road surface and spraying primer @0.60 kg / sqm 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. | 75,260.31 | Sqm | 34.66 | ₹26,08,522.34 |
| 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 @0.20kg/sqm 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. | 75,260.31 | Sqm | 12.39 | ₹9,32,475.24 |
| 10 | Providing & laying Bituminous Macadam (Grading- II) using 60/70 grade Bitumen with Hot Mix Plant using crusher broken hard granite aggregates of specified grading premixed with bituminous binder @ 3.3 % by weight of total mix and filler, transporting the hot mix to works site, lying with 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 compacting as per Clause No.106, 108, 111, 112, 501, 503 , 504 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. | 3,763.02 | Cum | 7,969.25 | ₹2,99,88,447.14 |
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