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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.6 CrAccepted-AOC AT BELTIKIRI SADAR DHENKANAL | ₹4.6 Cr | 1 | Accepted-AOC Winner of lottery among the 1st lowest bidders |
| 2 | 1₹4.6 CrRejected-AOC 3RD FLOOR LAXMIPRIYA TWIN CITY TOWERS PO PAHAL NH 16 BHUBANESWAR DIST KHORDHA ODISHA 751032 | BHUBANESWAR | KHORDHA | ODISHA | 751032 | ₹4.6 Cr | 1 | Rejected-AOC 0 |
| 3 | 1₹4.6 CrRejected-AOC AT KANTIPUR PO BINJHARPUR PS BINJHARPUR DIST JAJPUR | BINJHARPUR | JAJPUR | ODISHA | ₹4.6 Cr | 1 | Rejected-AOC 0 |
| 4 | 1₹4.6 CrRejected-AOC | ₹4.6 Cr | 1 | Rejected-AOC 0 |
| 5 | 1₹4.6 CrRejected-AOC | ₹4.6 Cr | 1 | Rejected-AOC 0 |
Tender Value
₹5.5 Cr
EMD Value
₹5.5 L
Closing Date
15 Dec 2025, 5:00 pmClosed
Chief Construction Engineer,RWC,Angul
At-Hakimpada Poi-Hakimpada District- Angul Pin-759143
Construction of Bridge over Sapua Nallah at 0.800 Km on Ghodadian to Kathakhumpa Road in the District of Dhenkanal under SBY for the year 2024-25
2025_CERWI_122436_1
Bridge Online-AGL-24/2025-26
National Competitive Bid
Civil Works - Bridges
Percentage
450 days
Dhenkanal
Please refer Tender documents.
4 documents required · 4 mandatory
₹10,000
₹5.5 L
Yes
3 Jul 2026
2 Dec 2025
16 Dec 2025
2 Dec 2025
15 Dec 2025
2 Dec 2025
2 Dec 2025 - 12 Dec 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 in cutting in hard soil within the initial lead and 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. | 0.2 | Cum | 230.74 | ₹46.15 |
| 2 | Earthwork in excavation in foundation in hard soil within the initial lead and 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. | 0.4 | Cum | 354.17 | ₹141.31 |
| 3 | Earthwork in excavation in foundation in hard rock within the initial lead and 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. | - | Cum | 1,739.86 | - |
| 4 | Supplying & filling good clean river sand of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost. , conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work with cess etc complete as per specification & direction of Engineer-in Charge. | 0.2 | Cum | 1,005.41 | ₹201.08 |
| 5 | Cement concrete (1:3:6) in foundation & plinth with 4cm. crusher broken granite metal of approved quality from approved quarry including hoisting lowering & laying in layers not exceeding 150mm. thick with proper packing & ramming each layer of concrete by means of 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 specific ation & direction of the Engineer-in Charge | - | - | - | - |
| 6 | Plain Cement Concrete (1:3:6) using 40mm down graded chips in Foundation and Plinth. | 0.6 | Cum | 5,948.15 | ₹3,568.89 |
| 7 | Cement Concrete 1:3:6 (Culvert)-Above Bed | 1 | Cum | 6,012.91 | ₹6,006.9 |
| 8 | Plain cement concrete M-15 grade in Foundation complete as per drawing and technical specification. | 0.2 | Cum | - | - |
| 9 | Plain Cement Concrete M 15 Grade using 20mm down graded chips in Substructure- Upto Bed | 0.6 | Cum | 5,748 | ₹3,448.8 |
| 10 | Reinforced Cement Concrete M 30 Grade using 20mm down graded chips in Foundation and Plinth | - | - | - | - |
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