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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical QUALIFIED |
| 2 | Accepted-Technical AT BHUSLAD PO DEDGAON BLOCK BANGAMUNDA PS SINDHEKELA DIST BOLANGIR PIN 7670354 ODISHA | 7670354 | 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
₹6.4 Cr
EMD Value
₹6.4 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 river Turi on NH Jn to Jhadakusumi road in the district of Nabarangapur under SBY for the year 2025-26
2026_CERWI_132145_1
CCERWCSBD-Online-08/2026-27
National Competitive Bid
Civil Works - Bridges
Percentage
450 days
Nabarangapur
4 documents required · 4 mandatory
₹10,000
₹6.4 L
Yes
2 Sept 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 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. | 309.52 | cum | 311.55 | ₹96,430.64 |
| 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 | 11,936.22 | ₹35,64,274.65 |
| 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 | 14 | rm | 28,422.79 | ₹3,97,919.06 |
| 4 | 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 6.50m dia. pier wells | 7 | rm | 23,412.36 | ₹1,63,886.52 |
| 5 | 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. 2) Soft Rock (Non coring). For 7.50m dia abutment wells | 7 | rm | 1,25,849.05 | ₹8,80,943.35 |
| 6 | 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. 2) Soft Rock (Non coring). For 6.50m dia abutment wells | 3 | rm | 94,526.62 | ₹2,83,579.86 |
| 7 | 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. 3) Soft Rock. For 7.50m dia abutment wells | 5.31 | rm | 3,43,804.89 | ₹18,23,884.94 |
| 8 | 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. 3) Soft Rock. For 6.50m dia. pier wells | 2.15 | rm | 2,58,235.67 | ₹5,55,206.69 |
| 9 | 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. 4) Hard Rock. For 7.50m dia abutment wells | 1.2 | rm | 6,86,618.59 | ₹8,23,942.31 |
| 10 | 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. 4) Hard Rock. For 6.50m dia. pier wells | 0.6 | rm | 5,15,726.86 | ₹3,09,436.12 |
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