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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.8 CrAdmitted-Finance AT KALIDASPUR PO BALIMED PS NAIKANIDIHI DIST BHADRAK PIN 756131 | BHADRAK | ODISHA | 756131 | -15.99% | ₹2.8 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.9 Cr+₹18.1 L (6.59%)Admitted-Finance | -10.45% | ₹2.9 Cr+₹18.1 L (6.59%) | L2 | Admitted-Finance |
| 3 | L3₹3.3 Cr+₹52.4 L (19.0%)Admitted-Finance AT PO PAIKMAL PS PAIKMAL DIST BARGARH PIN 768039 | BARGARH | BARGARH | ODISHA | 768039 | +0.00% | ₹3.3 Cr+₹52.4 L (19.0%) | L3 | Admitted-Finance |
| 4 | L3₹3.3 Cr+₹52.4 L (19.0%)Admitted-Finance | +0.00% | ₹3.3 Cr+₹52.4 L (19.0%) | L3 | Admitted-Finance |
| 5 | L3₹3.3 Cr+₹52.4 L (19.0%)Admitted-Finance | +0.00% | ₹3.3 Cr+₹52.4 L (19.0%) | L3 | Admitted-Finance |
Tender Value
₹3.3 Cr
EMD Value
₹3.3 L
Closing Date
5 Aug 2026, 5:00 pmClosed
C.C.E.R.W. Circle Cuttack
C.C.E.R.W. Circle Cuttack
Construction of H.L. bridge over Malia Nallah on Bhuasuni Temple to Akshay Mohapatra shopunder SBY in the District for the year 2025-26
2026_CERWI_136496_1
RWC-07/2026
Open Tender
Civil Works - Bridges
Percentage
360 days
Cuttack
4 documents required · 4 mandatory
₹10,000
₹3.3 L
Yes
11 Sept 2026
20 Jul 2026
6 Aug 2026
20 Jul 2026
5 Aug 2026
20 Jul 2026
20 Jul 2026 - 5 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 | Earth work in cutting all kinds of soil with initial lead and lift including dressing and leveling the bed and deposite the soil. | 1,202 | cum | 235.74 | ₹2,83,359.48 |
| 2 | 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. | 1,460.06 | cum | 388.8 | ₹5,67,671.33 |
| 3 | Providing filling manually with selected sand in layers not exceeding 150mm thick including watering and compacting with all leads and lifts including cost , carriage royalty etc. | 566.4 | cum | 607.19 | ₹3,43,912.42 |
| 4 | Providing Plain Cement concrete (1:3:6) mix with crushed stone aggregate of 4cm nominal size mechanically mixed ,placed in foundation & below approach slab compacted by 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 section 2100 of MoRT&H specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge.
Foundation | 93.89 | cum | 6,440.69 | ₹6,04,716.38 |
| 5 | Providing and laying Plain cement concrete of grade M-15 in foundation , substructure of bridge works, drain & protection wall etc complete as per drawing and technical specification using High Strength approved quality Cement and coarse granite aggregate with formwork as per Section 900,1000,1500,1700, 2100 & 2200 of MORT&H specifications for Road and Bridge works of (5th Revision) as per direction of the Engineer-in-charge.
Foundation | 10.81 | cum | 5,979.35 | ₹64,636.77 |
| 6 | Upto Bed | 124.91 | cum | 6,121.39 | ₹7,64,622.82 |
| 7 | Providing , fitting , fixing z sheet piles including labour for driving , cost & carraige of piles | 442.3 | sqm | 9,246.5 | ₹40,89,726.55 |
| 8 | Providing & laying of wearing course of 56mm thick consisting of 6mm thick mastic asphalt and 50 mm thick asphaltic concrete on top of the Deck slab. The mastic asphalt shall be of paving grade bitumen meeting the requirement given in the table 500-39, prepared by using mastic cooker and laid to required level & slope after cleaning the surface, applying prime coat & tack coat all complete as per clause 501, 502, 503 & 516 of MoRT&H Specification for road & bridge works (5th revision), followed by asphaltic concrete to be laid in two layers of 25mm thick each over tack coat etc complete as per approved drawing & technical specification Clause No 503 & 507 of MoRT&H specifications for road & Bridge work (5th revision) and as per direction of the Engineer-in-charge. | 319.2 | sqm | 1,140.08 | ₹3,63,913.54 |
| 9 | Provision and Reinforced cement concrete crash barrier at thr bridge desk & approches to bridge structure, constructed with with reinforced cement concrete with HYSD Reinforcement conforming MoRth specification and as per detail given IRC - 5 including dowel bar, Expansion Joint filled with pre- moulded asphalt filler board etc. and approved drawing and at location directed by the engineer all as specified. | 85.12 | cum | 4,951.08 | ₹4,21,435.93 |
| 10 | Providing RCC of grade M-30 in the following structures as per approved drawing and technical specifications as per Section 900, 1000, 1500, 1600, 1700, 2200, 2300 & 2700 of MoRT&H specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge.
Abutment & Pier Shaft Foundation | 300.46 | cum | 9,271.3 | ₹27,85,654.8 |
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