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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.9 CrAccepted-AOC | ₹5.9 Cr | L1 | Accepted-AOC AOC |
| 2 | L1₹5.9 CrRejected-Finance | ₹5.9 Cr | L1 | Rejected-Finance NOT QUALIFY IN LOTTERY SYSTEM |
| 3 | L2₹6.3 Cr+₹34.8 L (5.88%)Rejected-Finance | ₹6.3 Cr+₹34.8 L (5.88%) | L2 | Rejected-Finance L2 BIDDER |
| 4 | Rejected-Technical AT PO PADMAPUR DIST RAYAGADA | PADMAPUR | RAYAGADA | ODISHA | 765022 | - | - | Rejected-Technical Due to non submission of machinery such as crawler crane as per DTCN clause No.14 h |
| 5 | Rejected-Technical | - | - | Rejected-Technical Due to non submission of machinery such as crawler crane as per DTCN clause No.14 h |
Tender Value
₹7.0 Cr
EMD Value
₹7.0 L
Closing Date
27 Oct 2025, 5:00 pmClosed
Circle Officer
RURAL WORKS CIRCLE , SAMBALPUR
Construction of Bridge over Local Nallah at 0.850 K.M. on Gulujipali to Kasada Road in the District of Sambalpur under SBY for the year 2024-25.
2025_CERWI_119321_1
RWCSBP-15 OF 2025-26
Open Tender
Miscellaneous Works
Percentage
450 days
Kuchinda
2 documents required · 2 mandatory
₹10,000
₹7.0 L
Yes
6 Aug 2026
13 Oct 2025
28 Oct 2025
13 Oct 2025
27 Oct 2025
13 Oct 2025
13 Oct 2025 - 24 Oct 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 | 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. | 907.63 | cum | 304.95 | ₹2,76,781.77 |
| 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. | 298.61 | qtl | 10,687.28 | ₹31,91,328.68 |
| 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.
1) In all kinds of soil (Upto 10m. Depth)
For 7.50m dia abutment wells | 12.31 | rm | 28,422.79 | ₹3,49,884.54 |
| 4 | For 6.50m dia. pier wells | 5.04 | rm | 23,412.36 | ₹1,17,998.29 |
| 5 | 2) Soft Rock (Non coring)
For 7.50m dia abutment wells | 14.2 | rm | 1,25,849.05 | ₹17,87,056.51 |
| 6 | For 6.50m dia abutment wells | 2 | rm | 94,526.62 | ₹1,89,053.24 |
| 7 | 2) Soft Rock
For 7.50m dia abutment wells | 2.6 | rm | 3,40,226.33 | ₹8,84,588.46 |
| 8 | For 6.50m dia. pier wells | 2 | rm | 2,55,547.78 | ₹5,11,095.56 |
| 9 | 3) Hard Rock
For 7.50m dia abutment wells | 1.2 | rm | 6,81,321.37 | ₹8,17,585.64 |
| 10 | For 6.50m dia. pier wells | 0.6 | rm | 5,11,748.05 | ₹3,07,048.83 |
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