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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹6.6 CrAdmitted-Finance | -10.55% | ₹6.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹8.4 Cr+₹1.8 Cr (27.4%)Admitted-Finance AT CHHAMUNDA PO CHHAMUNDA PS TELKOI DIST KEONJHAR STATE ODISHA PIN 758084 | CHHAMUNDA | KEONJHAR | ODISHA | 758084 | +14.00% | ₹8.4 Cr+₹1.8 Cr (27.4%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical JAGESWARPUR WARD NO 08 P O P S JAJPUR DIST JAJPUR PIN 755001 | JAJPUR | JAJPUR | ODISHA | 755001 | - | - | - | Rejected-Technical Insufficient machineries. |
| 4 | Not Admitted-Finance AT BRAHMANIGAON DIST KEONJHAR PIN 758001 | KEONJHAR | KEONJHAR | ODISHA | 758001 | - | - | - | Not Admitted-Finance Others-Wrongly mentioned as Accepted in Online Technical Bid Evaluation. |
Tender Value
₹7.4 Cr
EMD Value
₹7.4 L
Closing Date
22 Jun 2026, 5:00 pmClosed
Chief Construction Engineer, R.W. Circle, Keonjhar
O/o C.C.E., R.W. Circle, Keonjhar
Construction of bridge over Ranima Nallah at 1.05 Km. on Dhanagadi to Taramakanta road. (3x22.26) mtr. (Well Foundation) under SBY in the District of Keonjhar.
2026_CERWI_131620_1
NCB-06/RWCKJR/2026-27
National Competitive Bid
Civil Works - Bridges
Percentage
450 days
Keonjhar
4 documents required · 4 mandatory
₹10,000
₹7.4 L
Yes
18 Aug 2026
9 Jun 2026
23 Jun 2026
9 Jun 2026
22 Jun 2026
9 Jun 2026
9 Jun 2026 - 20 Jun 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 foun+B10:B49dation 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. | 501.41 | cum | 311.55 | ₹1,56,213.04 |
| 2 | Providing and Laying Cutting edge of Mild Steel weighing 40 kg per metre including cladding for Well foundation etc. complete as per drawing and technical specifications. | 383.04 | qtl | 11,398.64 | ₹43,66,135.07 |
| 3 | Labour for sinking in all kinds of soil other than rock in lines plumb etc complete. Upto 10.00 mtr depth. For 7.50 mtr dia Well | 12 | rm | 28,422.79 | ₹3,41,073.48 |
| 3.01 | For 6.50 mtr dia Well. Pier P1 and Pier P2 | 10 | rm | 23,412.36 | ₹2,34,123.6 |
| 4 | Sinking of R.C.C well sinking in soft rock (Non coring)/ Boulder/ Hard Soil )(wherein SPT>100) to lines levels & plum by scooping out from inside and below the steining including cost of hire and running charges of tools and plants and supplying & working of pumps bailing out of water and removal of all materials and obstacle from inside the well by divers etc. including precaution against shifting and lifting disposal of the soil with all leads and lift etc. complete as directed by the Engineer-in-charges. For 7.50 mtr dia Well. Abutment AL and Abutment AR | 6 | rm | 1,25,849.05 | ₹7,55,094.3 |
| 4.01 | For 6.50 mtr dia Well. Pier P1 and Pier P2 | 6 | rm | 94,526.62 | ₹5,67,159.72 |
| 5 | Construction of R.C.C well sinking in soft rock to lines levels & plumb by scooping out from inside and below the steining including cost of hire and running charges of tools and plants and supplying & working of pumps bailing out of water and removal of all materials and obstacle from inside the well by divers etc. including precaution against shifting and lifting disposal of the soil with all leads and lift etc. complete as directed by the Engineer-in-charges. For 7.50 mtr dia Well. Abutment AL and Abutment AR | 4.8 | rm | 3,43,804.89 | ₹16,50,263.47 |
| 5.01 | For 6.50 mtr dia Well. Pier P1 and Pier P2 | 5.73 | rm | 2,58,235.67 | ₹14,80,206.86 |
| 6 | Construction of R.C.C well sinking in Hard rock to lines levels & plumb by scooping out from inside and below the steining including cost of hire and running charges of tools and plants and supplying & working of pumps bailing out of water and removal of all materials and obstacle from inside the well by divers etc. including precaution against shifting and lifting disposal of the soil with all leads and lift etc. complete as directed by the Engineer-in-charges. For 7.50 mtr dia Well. Abutment AL and Abutment AR | 1.2 | rm | 6,86,618.59 | ₹8,23,942.31 |
| 6.01 | For 6.50 mtr dia Well. Pier P1 and Pier P2 | 1.2 | rm | 5,15,726.86 | ₹6,18,872.23 |
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