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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical QUALIFIED |
| 2 | Accepted-Technical | Accepted-Technical QUALIFIED |
| 3 | Accepted-Technical | Accepted-Technical QUALIFIED |
| 4 | Accepted-Technical AT BAHARANA PO BAULANGA PS GOP DIST PURI | PURI | ODISHA | 752001 | Accepted-Technical QUALIFIED |
| 5 | Accepted-Technical | Accepted-Technical QUALIFIED |
Tender Value
₹7.0 Cr
EMD Value
₹7.0 L
Closing Date
24 Jun 2026, 5:00 pmClosed
Chief Construction Engineer
Rural Works Circle, Sunabeda, At-Sunabeda-1, Near Jagannath Temple, PIN-763001, Dist-Koraput.
Construction of H.L Bridge over Narangi Nadi on Nirabeda to Raodihi Road in the District of Nabarangpur under SBY for the year 2025-26.
2026_CERWI_132158_1
CCERWCSBD-Online-08/2026-27
National Competitive Bid
Civil Works - Bridges
Percentage
450 days
UMERKOTE
4 documents required · 4 mandatory
₹10,000
₹7.0 L
Yes
25 Aug 2026
15 Jun 2026
25 Jun 2026
15 Jun 2026
24 Jun 2026
15 Jun 2026
15 Jun 2026 - 23 Jun 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 in foundation in all kinds of soil within initial lead of 50m. and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3 mtr in depth etc complete as per the direction of the Enngineer in Charge. | 843.94 | cum | 311.55 | ₹2,62,930.13 |
| 2 | Providing and Laying Cutting edge of Mild Steel weighing 40 kg per metre including cladding for Well foundation etc. complete as per drawing and technical specifications. | 294.81 | qtl | 11,973.95 | ₹35,30,038.73 |
| 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. | 0.01 | rm | 0.01 | ₹0 |
| 4 | 1) In all kinds of soil (Upto 10m. Depth) | 0.01 | rm | 0.01 | ₹0 |
| 5 | For 7.50m dia abutment wells | 14 | rm | 28,422.79 | ₹3,97,919.06 |
| 6 | For 6.50m dia. pier wells | 10 | rm | 23,412.36 | ₹2,34,123.6 |
| 7 | 2) Soft Rock (Non coring) | 0.01 | rm | 0.01 | ₹0 |
| 8 | For 7.50m dia abutment wells | 6 | rm | 1,25,849.05 | ₹7,55,094.3 |
| 9 | For 6.50m dia abutment wells | 3 | rm | 94,526.62 | ₹2,83,579.86 |
| 10 | 2) Soft Rock | 0.01 | rm | 0.01 | ₹0 |
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Tendernotice_3.pdf
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BOQ_596616.xls
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