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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.4 CrAdmitted-Finance AT KALIDASPUR PO BALIMED PS NAIKANIDIHI DIST BHADRAK PIN 756131 | BHADRAK | ODISHA | 756131 | -27.68% | ₹3.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.7 CrAdmitted-Finance AT ARPATA KHUNTA DIST MAYURBHANJ PIN 757083 | KHUNTA | MAYURBHANJ | ODISHA | 757083 | -21.56% | ₹3.7 Cr | L2 | Admitted-Finance |
| 3 | L3₹3.7 CrAdmitted-Finance | -19.99% | ₹3.7 Cr | L3 | Admitted-Finance |
| 4 | L4₹3.8 CrAdmitted-Finance | -19.35% | ₹3.8 Cr | L4 | Admitted-Finance |
| 5 | L5₹3.8 CrAdmitted-Finance AT PO PS BEHERA SAHI CHOUDWAR DIST CUTTACK | CUTTACK | ODISHA | 752120 | -19.11% | ₹3.8 Cr | L5 | Admitted-Finance |
Tender Value
₹4.7 Cr
EMD Value
₹4.7 L
Closing Date
7 May 2026, 5:00 pmClosed
RURAL WORKS CIRCLE , BALASORE
O/o the CHIEF CONSTRUCTION ENGINEER,RURAL WORKS CIRCLE , BALASORE
Construction of Bridge over river Kuchuli Nallah on Kothia to Kuchuli via Benimula village in the District of Balasore under SBY for 2025-26.
2026_CERWI_128511_1
CCE-BLS-NCB-64of2025-26
National Competitive Bid
Civil Works - Bridges
360 days
Balasore
Please refer to the DTCN
3 documents required · 3 mandatory
₹10,000
₹4.7 L
Yes
11 Jun 2026
28 Apr 2026
8 May 2026
28 Apr 2026
7 May 2026
28 Apr 2026
28 Apr 2026 - 6 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 | Item Code |
|---|---|---|---|---|---|---|
| 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. | - | Cum | 254.1 | - | BI01010001010000000000000515BI0100001120 |
| 2 | Providing and Laying of bored cast-in-situ M35 grade R.C.C. Pile of 1200 mm dia etc complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. etc. complete as per the direction of the Engineer in Charge. | 590.56 | Rmt | 9,189.34 | ₹54,26,856.63 | BI01010001010000000000000515BI0100001121 |
| 3 | Providing and laying Steel liner of 8 mm thick in pile including Fabricating and setting out as per detailed drawing. etc. complete as per the direction of the Engineer in Charge. | - | MT | 1,02,605.69 | - | BI01010001010000000000000515BI0100001122 |
| 4 | Sinking of steel liner plate for pile including cost of all labour & machinery etc complete as per specification & direction of the Engineer in charge. | - | Rmt | 835.32 | - | BI01010001010000000000000515BI0100001123 |
| 5 | Reinforced Cement Concrete M 35 Grade using 20mm down graded chips in superstructure etc. complete as per specific ation & direction of the Engineer-in Charge | - | - | - | - | BI01010001010000000000000515BI0100001124 |
| 6 | Pile Cap | - | Cum | 9,063.81 | - | BI01010001010000000000000515BI0100001125 |
| 7 | Supplying, Providing & laying reinforced cement concrete M-15 grade (cast-in-situ) as per design mix prepared under relevant IS/IRC codes concrete using graded crushed stone aggregate, cement and coarse sand of approved quality and quantity in wing walls, retain walls & curtain walls as levelling course using weigh batching, mechanically mixing, vibrating, centering & shuttering, decentering secured tools & plant equipments & including all inclusive costs, all operations, contingencies incidentals involved for the finished defect free items of work complete to satisfaction but excluding cost of reinforcement complete as per drawing and technical specification Part I/II under section 1500,1700 & 2100 of MORTH specification for Road & Bridge works (4th revision) and as directed by Engineer or his representative full satisfaction.Providing PCC M15 as leveling coarse below pile caps & as per section no.1500,1700 & 2100 of Specification for road & bridge work MoRT&H (4th revision) | 1 | Cum | 6,439.43 | ₹6,432.99 | BI01010001010000000000000515BI0100001126 |
| 8 | Reinforced Cement Concrete M 30 Grade using 20mm down graded chips in superstructure etc.complete as per direction of Engineer-In-Charge. | - | - | - | - | BI01010001010000000000000515BI0100001127 |
| 9 | Abutment & Pier Shaft | 1 | Cum | 9,937.65 | ₹9,927.71 | BI01010001010000000000000515BI0100001128 |
| 10 | Retaining wall/Wing wall | - | Cum | 12,849.8 | - | BI01010001010000000000000515BI0100001129 |
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