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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.8 CrAccepted-AOC PLOT NO 38 SEC A WARD NO 05 P O MANCHESWAR INDUSTRIAL ESTATE DIST KHURDHA | KHURDHA | KHURDHA | ODISHA | ₹19.8 Cr | L1 | Accepted-AOC L1 bidder |
| 2 | L2₹21.3 Cr+₹1.5 Cr (7.81%)Rejected-AOC AT KOTASAHI KAIRAPARI TANGI DIST CUTTACK | CUTTACK | CUTTACK | ODISHA | ₹21.3 Cr+₹1.5 Cr (7.81%) | L2 | Rejected-AOC L2 bidder |
| 3 | L3₹22.5 Cr+₹2.7 Cr (13.8%)Rejected-Finance | ₹22.5 Cr+₹2.7 Cr (13.8%) | L3 | Rejected-Finance Other than L1 and L2 bidder |
| 4 | L4₹22.5 Cr+₹2.7 Cr (13.8%)Rejected-Finance | ₹22.5 Cr+₹2.7 Cr (13.8%) | L4 | Rejected-Finance Other than L1 and L2 bidder |
| 5 | L5₹22.8 Cr+₹3.0 Cr (15.3%)Rejected-Finance | ₹22.8 Cr+₹3.0 Cr (15.3%) | L5 | Rejected-Finance Other than L1 and L2 bidder |
Tender Value
₹27.5 Cr
EMD Value
₹27.5 L
Closing Date
30 Mar 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
Impvt such as widening and strengthening to Danagadi-Bangarkata road from 0/0 km to 27/04 km (except from 3/5 to 4/5 km, from 7/0 to 7/89 km, from 10/74 to 12/007 km, from 16/96 to 18/444 km and from 20/448 to 20/627 km)
2026_EICCL_127327_4
CE-Roads-I-22/2025-26
Open Tender
Civil Works - Roads
Percentage
390 days
Panikoili Division
Please refer Tender documents.
4 documents required · 4 mandatory
₹10,000
₹27.5 L
Yes
18 Sept 2026
16 Mar 2026
31 Mar 2026
16 Mar 2026
30 Mar 2026
16 Mar 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 | Unit - Sqm
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&H Specifications for Road & Bridge works (5th Revision) & including cost of all labour, T&P etc complete and as per direction of Engineer-in-Charge. | 0.29 | Sqm | 8.45 | ₹2.45 |
| 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 | 74.79 | - |
| 3 | Unit - Cum
Construction of embankment with approved materials deposited at site from road-way cutting and 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. | - | Cum | 35.83 | - |
| 4 | Unit - Cum
Construction of embankment with approved materials obtained from borrow pits by mechanical means 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 & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. | - | Cum | 249.24 | - |
| 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 etc complete and as per direction of Engineer-in-Charge. | 1 | Cum | 36.04 | ₹36 |
| 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 | 2,761.88 | ₹2,759.12 |
| 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. | 1 | Cum | 2,900.7 | ₹2,897.8 |
| 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 etc complete and as per direction of Engineer-in-Charge. | 1 | Sqm | 36.02 | ₹35.98 |
| 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 etc complete and as per direction of Engineer-in-Charge. | 0.29 | Sqm | 12.6 | ₹3.65 |
| 10 | Unit - Cum
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. | 1 | Cum | 8,235.57 | ₹8,227.33 |
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