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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹6.2 CrAdmitted-Finance | +0.00% | ₹6.2 Cr | L1 | Admitted-Finance |
| 2 | L1₹6.2 CrAdmitted-Finance | +0.00% | ₹6.2 Cr | L1 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | - | Rejected-Technical Scheduled D-1 work experience certificate not furnished. |
| 4 | Rejected-Technical AT BRAHMANIGAON DIST KEONJHAR PIN 758001 | KEONJHAR | KEONJHAR | ODISHA | 758001 | - | - | - | Rejected-Technical As affidavit furnished, machinery documents not furnished (Vibratory roller 8-10 Tonnes) |
| 5 | Rejected-Technical | - | - | - | Rejected-Technical Insufficient machineries. |
Tender Value
₹6.2 Cr
EMD Value
₹6.2 L
Closing Date
21 May 2026, 5:00 pmClosed
Chief Construction Engineer, R.W. Circle, Keonjhar
O/o C.C.E., R.W. Circle, Keonjhar
Construction of bridge over Machhakandana Nallah at 1.050 Km. on Padampur to Nuagaon road via-Bhatunia (6x10.77mtr. c/c with Pile Foundation) under SBY in the District of Keonjhar.
2026_CERWI_129096_1
NCB-03/ RWCKJR/2026-27
National Competitive Bid
Civil Works - Bridges
Percentage
450 days
Keonjhar
4 documents required · 4 mandatory
₹10,000
₹6.2 L
Yes
20 Aug 2026
9 May 2026
22 May 2026
9 May 2026
21 May 2026
9 May 2026
9 May 2026 - 20 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 |
|---|---|---|---|---|---|
| 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 Enngineer in Charge. | 355.86 | cum | 254.1 | ₹90,423.77 |
| 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. | 419.5 | rm | 11,813.74 | ₹49,55,863.93 |
| 3 | Providing and laying Steel liner of 8 mm thick in pile including Fabricating and setting out as per detailed drawing. | 64.44 | kg | 1,12,503.49 | ₹72,49,758.65 |
| 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. | 272.18 | rm | 835.32 | ₹2,27,357.4 |
| 5 | Reinforced Cement Concrete M 35 Grade using 20mm down graded chips in superstructure (Pier Cap) | 393.82 | cum | 8,255.45 | ₹32,51,177.83 |
| 6 | 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) | 27.39 | cum | 5,608.26 | ₹1,53,610.24 |
| 7 | Reinforced Cement Concrete M 30 Grade using 20mm down graded chips in superstructure (Abutment & Pier Shaft) | 61.68 | cum | 9,131.35 | ₹5,63,249.06 |
| 7.01 | Abutment & Pier Cap | 46.79 | cum | 8,831.9 | ₹4,13,200.44 |
| 7.02 | Dirt walls | 2.67 | cum | 12,125.9 | ₹32,327.65 |
| 7.03 | Wearing Coat-Mastic Asphalt | 535.35 | sqm | 1,151.02 | ₹6,16,198.56 |
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