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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹6.1 CrAdmitted-Finance GROUND FLOOR SURAJ APPARTMENT STATION ROAD PARMANANDPUR PO BHAWANIPATNA DIST KALAHANDI ODISHA 766001 | BHAWANIPATNA | KALAHANDI | ODISHA | 766001 | -11.11% | ₹6.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹7.6 Cr+₹1.4 Cr (23.5%)Admitted-Finance AT PO KANTAMAL DIST BOUDH | KANTAMAL | BOUDH | ODISHA | +9.80% | ₹7.6 Cr+₹1.4 Cr (23.5%) | L2 | Admitted-Finance |
| 3 | L3₹7.6 Cr+₹1.5 Cr (24.3%)Admitted-Finance | +10.50% | ₹7.6 Cr+₹1.5 Cr (24.3%) | L3 | Admitted-Finance |
Tender Value
₹6.9 Cr
EMD Value
₹6.9 L
Closing Date
19 May 2026, 5:00 pmClosed
Chief Construction Engineer,R.W.C,Angul
ANGUL
Construction of bridge over Meheruni Nallah at 7th Km on Baghiabahal-Para-Dapala Road
2026_CERWI_129004_1
Online AGL-01/26-27
National Competitive Bid
Civil Works - Bridges
Percentage
450 days
Boudh
2 documents required · 2 mandatory
₹10,000
₹6.9 L
Yes
6 Jul 2026
8 May 2026
20 May 2026
8 May 2026
19 May 2026
8 May 2026
8 May 2026 - 15 May 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 of foundation 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. | 217.48 | cum | 304.95 | ₹66,320.22 |
| 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 specification. | 383.04 | qtl | 10,888.06 | ₹41,70,561.74 |
| 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 | 16 | rm | 28,422.79 | ₹4,54,764.64 |
| 4 | For 6.50m dia. pier wells | 14 | rm | 23,412.36 | ₹3,27,773.04 |
| 5 | 2) Soft Rock (Non coring)
For 7.50m dia abutment wells | 6 | rm | 1,25,849.05 | ₹7,55,094.3 |
| 6 | For 6.50m dia abutment wells | 4 | rm | 94,526.62 | ₹3,78,106.48 |
| 7 | 2) Soft Rock
For 7.50m dia abutment wells | 4.2 | rm | 3,40,226.33 | ₹14,28,950.59 |
| 8 | For 6.50m dia. pier wells | 5.3 | rm | 2,55,547.78 | ₹13,54,403.23 |
| 9 | 3) Hard Rock
For 7.50m dia abutment wells | 1.2 | rm | 6,79,570.65 | ₹8,15,484.78 |
| 10 | For 6.50m dia. pier wells | 1.2 | rm | 5,10,433.07 | ₹6,12,519.68 |
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