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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.3 CrAccepted-AOC | ₹18.3 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹20.3 Cr+₹2.0 Cr (10.7%)Rejected-AOC | ₹20.3 Cr+₹2.0 Cr (10.7%) | L2 | Rejected-AOC L2 |
| 3 | L3₹20.7 Cr+₹2.3 Cr (12.6%)Rejected-Finance AT ARPATA KHUNTA DIST MAYURBHANJ PIN 757083 | KHUNTA | MAYURBHANJ | ODISHA | 757083 | ₹20.7 Cr+₹2.3 Cr (12.6%) | L3 | Rejected-Finance L3 |
Tender Value
₹19.3 Cr
EMD Value
₹19.3 L
Closing Date
6 Oct 2025, 5:00 pmClosed
Chief Construction Engineer, R.W. Circle, Keonjhar
O/o C.C.E., R.W. Circle, Keonjhar
Improvement of Lasarda Karrow bridge to Tanto Via-Lotpani road for the year 2024-25 under DMF in the District of Keonjhar.
2025_CERWI_118306_3
NCB-17/RWCKJR/2025-26
National Competitive Bid
Civil Works - Roads
Percentage
450 days
Keonjhar
4 documents required · 4 mandatory
₹10,000
₹19.3 L
Yes
7 Jul 2026
23 Sept 2025
8 Oct 2025
23 Sept 2025
6 Oct 2025
23 Sept 2025
23 Sept 2025 - 4 Oct 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 | Clearing and grubbing the road land including uprooting Rank vegetation grass bushes shrubs etc complete. | - | Sqm | 8.44 | - |
| 2Dismantling of existing structures like culverts, bridges, retaining walls and other sturcture comprising of masonry, cement concrete wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable materials and stacking the serviceable materials with all lifts and lead of 1000m as per Technical Specification Clause 202 | |||||
| 2.01 | Removing Pipe | - | Rmt | 392.28 | - |
| 2.02 | Below foundation and RCC Slab | - | Cum | 858.58 | - |
| 3 | Construction of embankment with approved materials deposited at site from road way cutting and excavation from drain & foundation of other strutures graded & compacted to meet the requirement of Tables 300.1 & 300.2 as per clause no.301of MORD specification for Rural roads and as per direction of Engineer-In-Charge. | - | Cum | 50.4 | - |
| 4 | Construction of embankment with approved material obtained from borrow pit with lift up to 1.5 m transporting to sites, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Clause 301.5 of MoRD specification for rural roads & as per direction of the Engineer-in-Charge. | - | Cum | 181.21 | - |
| 5 | Excavation in ordinary rock using Hydraulic Excavator of 0.9 cum bucket capacity including cutting and loading in tippers,transporting to embankment site with a lift upto 1000m,trimming bottom and side slopes in accordance with requirements of lines,grades and cross-section as per Techinal Specification clause 302.3.5. | 1 | Cum | 86.02 | ₹85.93 |
| 6 | Excavation in Hard Rock (blasting prohibited by mechanical means) as per technical specificaation clause 302 | 1 | Cum | 488.27 | ₹487.78 |
| 7 | Cutting in disintegrated rock not requiring blasting to be removed by pick axes and crow bars and depositing materials within 50m initial lead and 1.5m initial lift including rough dressing as per direction and specification of the department including stacking the useful materials separately as ordered. | - | Cum | 616.85 | - |
| 8 | Excavation in Hard Rock (Requiring blasting) with disposal up to 1000m excavation for roadway in hard rock(required blasting) by drilling,blasting and breaking,trimming of boottom and side slopes in accordance with requirements of lines,grades and cross section,loading and disposal of cut rock with a lift upto 1.5m and leads upto 1000m as per direction of the Engineer-in-charge. | - | Cum | 228.44 | - |
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