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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.2 CrAccepted-AOC | ₹8.2 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹8.4 Cr+₹21.2 L (2.58%)Rejected-AOC AT PO BADANAI P S CHAMPUA DIST KEONJHAR ODISHA 758044 | CHAMPUA | KEONJHAR | ODISHA | 758044 | ₹8.4 Cr+₹21.2 L (2.58%) | L2 | Rejected-AOC L2 |
| 3 | L3₹8.6 Cr+₹39.0 L (4.76%)Rejected-Finance VILLAGE WARD NO 11 PO KEONJHAR DIST KEONJHAR 758001 | KEONJHAR | KEONJHAR | ODISHA | 758001 | ₹8.6 Cr+₹39.0 L (4.76%) | L3 | Rejected-Finance L3 |
| 4 | Rejected-Technical KALASANDHAPUR ASKA | ASKA | GANJAM | ODISHA | - | - | Rejected-Technical Suppression of facts as per Clause No.2.1.8(i) of DTCN. |
Tender Value
₹7.8 Cr
EMD Value
₹7.8 L
Closing Date
10 Nov 2025, 5:00 pmClosed
Chief Construction Engineer, R.W. Circle, Keonjhar
O/o C.C.E., R.W. Circle, Keonjhar
Construction of NH-215 to Dumuria road under MMSY-Impvt. to Existing R.D. Roads in the District of Keonjhar.
2025_CERWI_120305_11
NCB-22/RWCKJR/2025-26
National Competitive Bid
Civil Works - Roads
Percentage
270 days
Keonjhar
4 documents required · 4 mandatory
₹10,000
₹7.8 L
Yes
30 Jul 2026
31 Oct 2025
11 Nov 2025
31 Oct 2025
10 Nov 2025
31 Oct 2025
31 Oct 2025 - 7 Nov 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 grass and removal of rubbish up to a distance of 50 mtr outside the periphery of the area and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness as per specification and as per the direction of Engineer-in-charge. | - | Sqm | 8.44 | - |
| 2 | Dismetalling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviciaable and unserviceable materials separately. | - | Cum | 1,738.04 | - |
| 3 | Dismantaling of of Brick / stone masonary in cement mortar above 3 mtr height for existing structures including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviciable materials and stacking the serviciable materials with all lifts and lead of 1000 m as per specification and as per the direction of Engineer-in-charge. | - | Cum | 1,706.55 | - |
| 4Removing all type of Hume Pipes and Stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works including T&P, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres | |||||
| 4.01 | Upto 600mm dia | - | Rmt | 291.53 | - |
| 4.02 | 600mm to 900mm dia | - | Rmt | 392.28 | - |
| 5 | Scarifying the existing bituminus road surface to a depth of 50m and disposal of scarified material within all lifts and lead upto 1000mt. and as per the direction of Engineer-in-charge. | - | Sqm | 6.03 | - |
| 6 | Reworking the scarified bituminus surface suitably after supplementing the base materials with stone screened dust compacting finished surface as per Clause No 501.8.3.2 of Mort &H specification for raod & Bridge works (4th Revision) and as per the direction of Engineer-in-charge. | - | Sqm | 21.29 | - |
| 7 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site by manual means within a lead of 5kms, spreading, grading to required slope and compacting to meet requirement of table 300-2 & clause 305 of MoSRT&H Specifications for Road & Bridge works (4th Revision)and as per the direction of engineer in charge. | 1 | Cum | 201 | ₹200.8 |
| 8 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement as per MORD technical Specification Clause 301 and direction of the Engineer in Charge (excluding cost of excavation and transportation to site). | - | Cum | 50.4 | - |
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