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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹10.3 CrAdmitted-Finance VILLAGE DHAURAPALI P O P S KISHORENAGAR DIST ANGUL PIN 759122 | ANGUL | ANGUL | ODISHA | 759122 | L1 | Admitted-Finance | ||
| 2 | L2₹10.4 Cr+₹9.2 L (0.89%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | Rejected-Technical NUNUKAPASI PO KISHOREGANJ HANDAPA DIST ANGUL ODISHA 759127 | HANDAPA | ANGUL | ODISHA | 759127 | - | Rejected-Technical Due to false information as per DTCN clause No.3.17 |
Tender Value
₹9.2 Cr
EMD Value
₹9.2 L
Closing Date
31 Jul 2026, 5:00 pmClosed
Circle Officer
RURAL WORKS CIRCLE , SAMBALPUR
Construction of H.L. bridge over river Ranj on Daleipali to Tentelpali road
2026_CERWI_136610_1
ONLINE-RWCSBP-14
Open Tender
Civil Works - Bridges
Percentage
450 days
Bargarh
2 documents required · 2 mandatory
₹10,000
₹9.2 L
Yes
19 Aug 2026
21 Jul 2026
1 Aug 2026
21 Jul 2026
31 Jul 2026
21 Jul 2026
21 Jul 2026 - 29 Jul 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 | Earth work in excavation of in all kinds of soil with initial lead and lift including dressing the sides & leveling the bed of the foundation to the required width & required depth including dewatering if necessary and stacking the excavated materials away from working area etc.complete and as per specification and direction of Engineer in charge. | 2,487.42 | cum | 388.8 | ₹9,67,108.12 |
| 2 | Earth work in excavation of fondation in hard soil within the initial lead & lift including dressing & levelling the bed & depositiong the excavated earth away from the site etc. all complete as per the direction of Engineer in Charge. | 50.58 | cum | 235.75 | ₹11,924.23 |
| 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. | 550.44 | cum | 1,692.1 | ₹9,31,399.52 |
| 4 | Filling sand-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 etc. complete as per specification & direction of Engineer in charge. | 10.46 | cum | 676.6 | ₹7,077.24 |
| 5 | Plain Cement Concrete (1:3:6) using 40mm down graded chips in Foundation and Plinth | 65.3 | cum | 6,092.75 | ₹3,97,875.13 |
| 6 | Plain Cement Concrete (1:3:6) using 40mm down graded chips in Foundation and Plinth Superstructure | 4.5 | cum | 6,157.52 | ₹27,708.84 |
| 7 | Plain cement concrete M-15 grade in Foundation complete as per drawing and technical specification. Base | 14.06 | cum | 5,974.04 | ₹83,995.05 |
| 8 | Plain cement concrete M-15 grade in Foundation complete as per drawing and technical specification. Substructure | 30.74 | cum | 6,111.06 | ₹1,87,866.17 |
| 9 | Reinforced Cement Concrete M 40 Grade using 20mm down graded chips in Foundation and Plinth RCC Crash barrier | 263.7 | cum | 7,642.42 | ₹20,15,306.15 |
| 10 | Reinforced Cement Concrete M 40 Grade using 20mm down graded chips in Foundation and Plinth Pedestals | 3.38 | cum | 9,803.8 | ₹33,127.04 |
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