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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.4 CrAdmitted-Finance | -21.85% | ₹3.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.4 Cr+₹1.3 L (0.37%)Admitted-Finance | -21.56% | ₹3.4 Cr+₹1.3 L (0.37%) | L2 | Admitted-Finance |
| 3 | L3₹3.4 Cr+₹3.7 L (1.09%)Admitted-Finance | -21.00% | ₹3.4 Cr+₹3.7 L (1.09%) | L3 | Admitted-Finance |
| 4 | L4₹3.5 Cr+₹14.3 L (4.21%)Admitted-Finance | -18.56% | ₹3.5 Cr+₹14.3 L (4.21%) | L4 | Admitted-Finance |
| 5 | L5₹3.5 Cr+₹14.5 L (4.29%)Admitted-Finance | -18.50% | ₹3.5 Cr+₹14.5 L (4.29%) | L5 | Admitted-Finance |
Tender Value
₹4.3 Cr
EMD Value
₹4.3 L
Closing Date
11 Aug 2026, 5:00 pmClosed
Circle Officer
RURAL WORKS CIRCLE, SUNDARGARH
Construction of H.L. bridge over Jammu Nallah on Jogidhipa to Luhurapada road
2026_CERWI_137044_1
RWCCESNG-19 of 2026-27
National Competitive Bid
Civil Works - Bridges
Percentage
365 days
Jharsuguda
3 documents required · 3 mandatory
₹10,000
₹4.3 L
Yes
7 Sept 2026
24 Jul 2026
12 Aug 2026
24 Jul 2026
11 Aug 2026
24 Jul 2026
24 Jul 2026 - 10 Aug 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 Engineer in Charge. | 1,735.7 | cum | 388.8 | ₹6,74,840.16 |
| 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. | 338.84 | cum | 1,692.1 | ₹5,73,351.16 |
| 4 | Dismantling of Prestressed / Reinforced cement concrete grade M-20 & above including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres. | 131.29 | cum | 1,830.38 | ₹2,40,310.59 |
| 5 | 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 | 1,153.45 | ₹12,065.09 |
| 6 | 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 . | 0.01 | cum | 0.01 | ₹0 |
| 7 | In Foundation | 64.31 | cum | 6,693.4 | ₹4,30,452.55 |
| 8 | Below Approach Slab | 8.66 | cum | 6,758.16 | ₹58,525.67 |
| 9 | Cement concrete of M-150 having maximum compressive strength of 150 kg./cm2 ( test to be conducted) on 150 mm. cubes tested at 28 days including curing (tests conducted in accordance with IS-456 & IS-516) & conforming to clause-302 of IRC 21/1987 using clean crusher broken hard granite coarse aggregate of 40 mm. size down grade of approved quality to be protested in the laboratory) obtained from approved quarry the proportion mix, grading conforming to relevant ISI/IRC codes including hoisting, lowering concrete in layers not exceeding 150 mm. thick each compacting with vibrator watering & curing for 28 days centering shuttering & finishing the exposed surface smooth providing grooves & beads where necessary including cost, conveyance royality & taxes of all labour machineries etc. required for the work complete in all respects including dismantling the centering & shuttering as per specification & direction of Engineer-in-Charge. In foundation | 0.01 | cum | 0.01 | ₹0 |
| 10 | In Foundation | 185.06 | cum | 6,374.82 | ₹11,79,724.19 |
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