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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.3 CrAccepted-AOC | ₹3.3 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹3.5 Cr+₹19.3 L (5.88%)Rejected-Finance | ₹3.5 Cr+₹19.3 L (5.88%) | L2 | Rejected-Finance L2 |
| 3 | L2₹3.5 Cr+₹19.3 L (5.88%)Rejected-Finance | ₹3.5 Cr+₹19.3 L (5.88%) | L2 | Rejected-Finance L2 |
| 4 | L2₹3.5 Cr+₹19.3 L (5.88%)Rejected-Finance AT CHORAGADIA PO CHHENAPADI DIST KEONJHAR | CUTTACK | ODISHA | 754134 | ₹3.5 Cr+₹19.3 L (5.88%) | L2 | Rejected-Finance L2 |
| 5 | L2₹3.5 Cr+₹19.3 L (5.88%)Rejected-Finance | ₹3.5 Cr+₹19.3 L (5.88%) | L2 | Rejected-Finance L2 |
Tender Value
₹3.9 Cr
EMD Value
₹3.9 L
Closing Date
4 Feb 2026, 5:00 pmClosed
CCE R.W.CIRCLE, BALASORE
O/o The CCE R.W.CIRCLE, BALASORE
Construction of road Bankatira to Saramara Via Tumbhapadi in the District of Bhadrak under MMSY TRIP for the year 25-26
2026_CERWI_125004_65
CCE-BLS-NCB-51 of 2025-26
National Competitive Bid
Civil Works - Roads
Percentage
270 days
Bhadrak
Please refer DTCN
4 documents required · 4 mandatory
₹10,000
₹3.9 L
Yes
11 Sept 2026
28 Jan 2026
5 Feb 2026
28 Jan 2026
4 Feb 2026
28 Jan 2026
28 Jan 2026 - 3 Feb 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 | 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. | 6,828 | Sqm | 8.44 | ₹57,628.32 |
| 2 | Loosening, Levelling & compacting original ground supporting embankment to facilitate placement of first layer of embankment ,scarified to a depth of 150 mm ,mixed with water at O.M.C. and then compacted by rolling so as to achieve the minimum dry density as given in Table 300-2 for embankment construction and Clause 305 of MoSRT&H Specifications for Road & Bridge works (Latest Revision ) but excluding the charges of GST etc. complete & as per direction of the Engineer-in-Charge. | 1,024.2 | Cum | 35.58 | ₹36,441.04 |
| 3 | Dismantling of Cement Concrete Grade M-15 & M20 including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres | 142.8 | Cum | 858.58 | ₹1,22,605.22 |
| 4 | Removing 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 | - | - | - | - |
| 5 | Upto 600mm dia | 37.5 | Rm | 291.53 | ₹10,932.37 |
| 6 | 600mm to 900mm dia | 30 | Rm | 392.28 | ₹11,768.4 |
| 7 | Above 900mm dia | 45 | Rm | 672.49 | ₹30,262.05 |
| 8 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m complete and as per specification and as per the direction of Engineer -in –charge. | 218.4 | Cum | 74.79 | ₹16,334.14 |
| 9 | 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. | 14,574.36 | Cum | 201 | ₹29,29,446.36 |
| 10 | 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). | 1,264.43 | Cum | 50.4 | ₹63,727.27 |
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