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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 CrAccepted-AOC | ₹4.2 Cr | L1 | Accepted-AOC Successful bidder |
| 2 | L2₹4.2 Cr+₹59,459.37 (0.14%)Rejected-Finance | ₹4.2 Cr+₹59,459.37 (0.14%) | L2 | Rejected-Finance Not Qualified |
| 3 | L3₹4.3 Cr+₹16.5 L (3.97%)Rejected-Finance | ₹4.3 Cr+₹16.5 L (3.97%) | L3 | Rejected-Finance Not Qualified |
| 4 | L4₹5.4 Cr+₹1.3 Cr (30.6%)Rejected-Finance AT PO SUBDEGA DIST SUNDARGARH | SUNDARGARH | ODISHA | ₹5.4 Cr+₹1.3 Cr (30.6%) | L4 | Rejected-Finance Not Qualified |
| 5 | L5₹5.4 Cr+₹1.3 Cr (31.0%)Rejected-Finance | ₹5.4 Cr+₹1.3 Cr (31.0%) | L5 | Rejected-Finance Not Qualified |
Tender Value
₹5.0 Cr
EMD Value
₹5.0 L
Closing Date
20 Apr 2026, 5:00 pmClosed
Circle Officer
RURAL WORKS CIRCLE, SUNDARGARH
Construction of bridge over Bonda(Bondajore) Nallah at 2.00Km on Talasara to Rengali Road
2026_CERWI_128020_1
RWCCESNG-39 of 2025-26
National Competitive Bid
Civil Works - Bridges
Percentage
365 days
Sundargarh
3 documents required · 3 mandatory
₹10,000
₹5.0 L
Yes
31 Aug 2026
9 Apr 2026
21 Apr 2026
9 Apr 2026
20 Apr 2026
9 Apr 2026
9 Apr 2026 - 18 Apr 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 |
|---|---|---|---|---|---|
| - | 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. | - | cum | - | - |
| - | Earth work excavation in foundation in Hard soil within all leads and lifts including shoring, shuttering, propping bullahs, piling, dewatering from the foundation, supply & working of pumps stacking the excavated material away from the work in site. | - | cum | - | - |
| - | 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. | - | qtl | - | - |
| - | 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. | - | rm | - | - |
| - | 1) In all kinds of soil (Upto 10m. Depth) | - | rm | - | - |
| - | For 7.50m dia abutment wells | - | rm | - | - |
| - | 2) Soft Rock (Non coring) | - | rm | - | - |
| - | For 7.50m dia abutment wells | - | rm | - | - |
| - | For 6.50m dia abutment wells | - | rm | - | - |
| - | 2) Soft Rock | - | rm | - | - |
stage.html
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tech_eval.pdf
boq_comp_chart.xlsx
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fin_eval.pdf
aoc.pdf
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details.html
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Tendernotice_2.pdf
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Tendernotice_1.pdf
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BOQ_587594.xls
BOQ • 0.35 MB
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