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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹41.3 CrAccepted-Finance | ₹41.3 Cr | L1 | Accepted-Finance 1st lowest bidder |
| 2 | L2₹44.1 Cr+₹2.9 Cr (6.91%)Rejected-Finance | ₹44.1 Cr+₹2.9 Cr (6.91%) | L2 | Rejected-Finance 2nd lowest bidder |
| 3 | L3₹48.6 Cr+₹7.3 Cr (17.7%)Rejected-Finance AT PO BELPAHAR DIST JHARSUGUDA ODISHA 768217 | JHARSUGUDA | ODISHA | 768217 | ₹48.6 Cr+₹7.3 Cr (17.7%) | L3 | Rejected-Finance 3rd lowest bidder |
| 4 | L4₹48.8 Cr+₹7.6 Cr (18.3%)Rejected-Finance | ₹48.8 Cr+₹7.6 Cr (18.3%) | L4 | Rejected-Finance 4th lowest bidder |
| 5 | Rejected-Technical | - | - | Rejected-Technical Disqualified |
Tender Value
₹49.1 Cr
EMD Value
₹49.1 L
Closing Date
6 Mar 2026, 5:00 pmClosed
Chief Engineer, Bridges, Odisha
Nirman Soudha, O/o EIC (Civil), Odisha, Bhubaneswar
Construction of H.L Bridge over IB at 7th km of SH-10 to Jamapali via Jamera road in the District of Jharsuguda under NABARD Assistance RIDF-XXII (Balance work)
2026_EICCL_126018_1
CE-BRIDGES-16/2025-26
Open Tender
Civil Works - Bridges
Percentage
730 days
in the District of Jharsuguda
Please refer Tender documents.
4 documents required · 4 mandatory
₹10,000
₹49.1 L
Yes
19 Sept 2026
13 Feb 2026
7 Mar 2026
13 Feb 2026
6 Mar 2026
13 Feb 2026
13 Feb 2026 - 27 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 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. | 30,000 | Sqm | 8.45 | ₹2,53,500 |
| 2 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m in all respect as per approved drawing and Technical Sepction as per Section 900 and Clause 301 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost of all labour, T&P, royalty etc complete and as per direciton of Engineer-in-Charge. | 3,840.6 | Cum | 74.79 | ₹2,87,238.47 |
| 3 | 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 achive 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. | 4,500 | cum | 36.05 | ₹1,62,225 |
| 4 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 as per approved Drawing & Technical Specifications and as per Clause -305 of MoRT&H Specifications for Road & Bridge works (5th Revision). | 95,992.83 | Cum | 203.79 | ₹1,95,62,378.83 |
| 5 | Faurnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the engineer including preparation of ground, fetching of sods and watering & Technical Specifications and as per Clause-307 of MoSRT&H Specifications for Road & Bridge works (Latest Revision). | 3,600 | Sqm | 28.91 | ₹1,04,076 |
| 6 | 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. | 400 | Cum | 1,014.39 | ₹4,05,756 |
| 7 | 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. | 7,550 | Cum | 211.95 | ₹16,00,222.5 |
| 8 | 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. | 2,740 | cum | 2,495.23 | ₹68,36,930.2 |
| 9 | 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. | 1,767.5 | cum | 2,727.24 | ₹48,20,396.7 |
| 10 | 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. | 13,992.08 | Sqm | 37.21 | ₹5,20,645.3 |
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