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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹23.4 CrAdmitted-Finance GROUND FLOOR SURAJ APPARTMENT STATION ROAD PARMANANDPUR PO BHAWANIPATNA DIST KALAHANDI ODISHA 766001 | BHAWANIPATNA | KALAHANDI | ODISHA | 766001 | -14.99% | ₹23.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹23.9 Cr+₹54.7 L (2.34%)Admitted-Finance | -13.00% | ₹23.9 Cr+₹54.7 L (2.34%) | L2 | Admitted-Finance |
| 3 | L3₹24.4 Cr+₹1.0 Cr (4.34%)Admitted-Finance | -11.30% | ₹24.4 Cr+₹1.0 Cr (4.34%) | L3 | Admitted-Finance |
| 4 | L4₹24.7 Cr+₹1.3 Cr (5.74%)Admitted-Finance | -10.11% | ₹24.7 Cr+₹1.3 Cr (5.74%) | L4 | Admitted-Finance |
| 5 | L5₹24.7 Cr+₹1.4 Cr (5.88%)Admitted-Finance | -9.99% | ₹24.7 Cr+₹1.4 Cr (5.88%) | L5 | Admitted-Finance |
Tender Value
₹27.5 Cr
EMD Value
₹27.5 L
Closing Date
17 Jan 2026, 5:00 pmClosed
Chief Engineer Buildings and Bridges
O/of the EIC, Rural Works Odisha Bhubaneswar
Construction of H.L. Bridge over Kerandi nallah at 0.500 K.M. from Municipality road (Jadaguda) to RD Road (Lenjiguda) under Semiliguda block in the district of Koraput.
2025_CERWI_123682_1
Tender online 02 2025-26 Bridges
National Competitive Bid
Civil Works - Bridges
Percentage
730 days
Koraput
2 documents required · 2 mandatory
₹10,000
₹27.5 L
Yes
8 Sept 2026
23 Dec 2025
19 Jan 2026
23 Dec 2025
17 Jan 2026
23 Dec 2025
23 Dec 2025 - 16 Jan 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 | Earthwork in excavation for bridge works in all kinds of soil, by mechanical means utilising the surplus earth locally for road work where ever required, back filling the excavated earth to the extent required complete in all respect as per approved drawing and technical specifications as per Section 900 and Clause 301 & 304 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 the Engineer-in-Charge. | 2,499.2 | cum | 304.95 | ₹7,62,130.74 |
| 2 | Providing , fitting, fixing and placing in position steel cutting edge including cost of steel etc required as per approved drawing and technical specifications as per Section 1200 & 1900 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-charge. | 1,196.73 | qtl | 10,561.49 | ₹1,26,39,251.93 |
| 3 | Providing all machineries , labour, T&P & sinking of single circular well of specified external diameter through all types of soil / rock as specified below as shown against each case complete as per drawing & technical specification section 1200 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of the Enginer-in charge. (Depth of sinking is reckoned from bed level. In all kinds of soil (Upto 10m. Depth), For 7.50m dia abutment wells | 20 | rm | 28,422.79 | ₹5,68,455.8 |
| 4 | For 6.50m dia. Pier wells | 110 | rm | 23,412.36 | ₹25,75,359.6 |
| 5 | For 11 th Suceessive meter depth. a) For 7.50m dia abutment wells | 2 | rm | 28,803.74 | ₹57,607.48 |
| 6 | b) For 6.50m dia. Pier wells | 11 | rm | 23,638.53 | ₹2,60,023.83 |
| 7 | For 12 th Suceessive meter depth. a) For 7.50m dia abutment wells | 2 | rm | 29,184.79 | ₹58,369.58 |
| 8 | b) For 6.50m dia. Pier wells | 11 | rm | 23,864.7 | ₹2,62,511.7 |
| 9 | For 13 th Suceessive meter depth. a) For 7.50m dia abutment wells | 2 | rm | 29,565.8 | ₹59,131.6 |
| 10 | b) For 6.50m dia. Pier wells | 11 | rm | 24,090.87 | ₹2,64,999.57 |
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