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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 CrAccepted-AOC | ₹3.4 Cr | L1 | Accepted-AOC AOC |
| 2 | L1₹3.4 CrRejected-Finance | ₹3.4 Cr | L1 | Rejected-Finance NOT QUALIFIED IN LOTTERY SYSTEM |
| 3 | L1₹3.4 CrRejected-Finance | ₹3.4 Cr | L1 | Rejected-Finance NOT QUALIFIED IN LOTTERY SYSTEM |
| 4 | L1₹3.4 CrRejected-Finance | ₹3.4 Cr | L1 | Rejected-Finance NOT QUALIFIED IN LOTTERY SYSTEM |
| 5 | L1₹3.4 CrRejected-Finance NUADIHI BHOJPUR SAMBALPUR | ₹3.4 Cr | L1 | Rejected-Finance NOT QUALIFIED IN LOTTERY SYSTEM |
Tender Value
₹4.0 Cr
EMD Value
₹5.3 L
Closing Date
27 Oct 2025, 5:00 pmClosed
Circle Officer
RURAL WORKS CIRCLE , SAMBALPUR
Construction of Bridge over Local Nallah at Salohi on SH-24 to Dobhaya Chhak Road in the District of Sambalpur under SBY for the year 2024-25.
2025_CERWI_119309_1
RWCSBP-14 OF 2025-26
Open Tender
Civil Works - Buildings
Percentage
450 days
Kuchinda
2 documents required · 2 mandatory
₹10,000
₹5.3 L
Yes
17 Jul 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 of over burden soil for bridge works in all kinds of soil by mechanical means and 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 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. | 2,098.01 | cum | 230.74 | ₹4,84,094.83 |
| 2 | 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. | 2,055.81 | cum | 382.2 | ₹7,85,730.58 |
| 3 | Providing Plain Cement concrete 1:3:6 mix with crushed stone aggregate of 4cm nominal size mechanically mixed ,placed in foundation & below approach slab compacted by vibrator, providing groove & beads where necessary including curing, dewatering, shoring, shuttering if necessary at the time of laying concrete with cost, conveyance royality & taxes of all material required for the work including supplying & working pumps, T&P articles finishing the exposed surface smooth as per section 2100 of MoRT&H specifications for Road & Bridge works 5th Revision and as per direction of the Engineer in Charge.
Foundation | 134.14 | cum | 6,739.53 | ₹9,04,040.55 |
| 4 | Providing and laying Plain cement concrete of grade M-15 in foundation , substructure of bridge works, drain & protection wall etc complete as per drawing and technical specification using High Strength approved quality Cement and coarse granite aggregate with formwork as per Section 900,1000,1500,1700, 2100 & 2200 of MORT&H specifications for Road and Bridge works of (5th Revision) as per direction of the Engineer-in-charge.
Foundation | 124.36 | cum | 6,339.59 | ₹7,88,391.41 |
| 5 | Upto Bed | 823.48 | cum | 6,481.62 | ₹53,37,484.44 |
| 6 | Providing RCC of grade M-25 in the following structures as per approved drawing and technical specifications as per Section 900, 1000, 1500, 1600, 1700, 2200, 2300 & 2700 of MoRT&H specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge.
Post & Railing | 101.12 | rm | 2,132.85 | ₹2,15,673.79 |
| 7 | Providing RCC of grade M-30 in the following structures as per approved drawing and technical specifications as per Section 900, 1000, 1500, 1600, 1700, 2200, 2300 & 2700 of MoRT&H specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge.
Abutment & Pier Shaft Foundation | 334.71 | cum | 9,662.26 | ₹32,34,055.04 |
| 8 | Abutment & Pier Shaft Above Bed | 347.69 | cum | 9,882.23 | ₹34,35,952.55 |
| 9 | Column Wing Wall Tie Beam | 4.88 | cum | 16,421.75 | ₹80,138.14 |
| 10 | Abutment & pier cap | 10.83 | cum | 9,584.98 | ₹1,03,805.33 |
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