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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.9 CrAccepted-AOC | ₹4.9 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹4.9 Cr+₹4.0 L (0.81%)Rejected-Finance | ₹4.9 Cr+₹4.0 L (0.81%) | L2 | Rejected-Finance L2 |
| 3 | L2₹4.9 Cr+₹4.0 L (0.81%)Rejected-Finance | ₹4.9 Cr+₹4.0 L (0.81%) | L2 | Rejected-Finance L2 |
| 4 | Rejected-Technical | - | - | Rejected-Technical Insufficient similar nature of work. |
Tender Value
₹5.5 Cr
EMD Value
₹5.5 L
Closing Date
15 Sept 2025, 5:00 pmClosed
Chief Construction Engineer, R.W. Circle, Keonjhar
O/o C.C.E., R.W. Circle, Keonjhar
Construction of H.L. bridge over Local Nallah on at 1.800 Km. on Khaliamenta to Gopalpur RD Road under SBY for the year 2024-25 in the District of Keonjhar.(Well Foundation)
2025_CERWI_117588_1
NCB-14/RWCKJR/2025-26
National Competitive Bid
Civil Works - Bridges
Percentage
450 days
Keonjhar
4 documents required · 4 mandatory
₹10,000
₹5.5 L
Yes
13 Mar 2026
3 Sept 2025
16 Sept 2025
3 Sept 2025
15 Sept 2025
3 Sept 2025
3 Sept 2025 - 12 Sept 2025
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 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 | Cum | 304.95 | ₹304.65 |
| 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. | - | Qntl | 11,148.16 | - |
| 3 | Labour for sinking in all kinds of soil other than rock in lines plumb etc complete.For 7.50 mtr dia Well | - | Rmt | 28,422.79 | - |
| 3.01 | For 6.50 mtr dia Well | - | Rmt | 23,412.36 | - |
| 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 | - | Rmt | 1,25,849.05 | - |
| 4.01 | For 6.50 mtr dia Well | - | Rmt | 94,526.62 | - |
| 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 | 1 | Rmt | 3,40,226.33 | ₹3,39,886.1 |
| 5.01 | For 6.50 mtr dia Well | - | Rmt | 2,55,547.78 | - |
| 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 | 1 | Rmt | 6,79,570.65 | ₹6,78,891.08 |
| 6.01 | For 6.50 mtr dia Well | - | Rmt | 5,10,433.07 | - |
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