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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.3 CrAccepted-Finance AT KUNCHAPADA PO BANAMALIPUR DIST KHURDHA PIN 752103 | KHURDHA | ODISHA | 752103 | ₹6.3 Cr | L1 | Accepted-Finance Winner through opening of the Financial Bid (Cover-II) |
| 2 | L2₹6.5 Cr+₹18.9 L (3.00%)Rejected-Finance | ₹6.5 Cr+₹18.9 L (3.00%) | L2 | Rejected-Finance Loss through opening of the Financial Bid (Cover-II) |
| 3 | L3₹6.8 Cr+₹45.9 L (7.30%)Rejected-Finance | ₹6.8 Cr+₹45.9 L (7.30%) | L3 | Rejected-Finance Loss through opening of the Financial Bid (Cover-II) |
| 4 | L4₹7.2 Cr+₹91.8 L (14.6%)Rejected-Finance | ₹7.2 Cr+₹91.8 L (14.6%) | L4 | Rejected-Finance Loss through opening of the Financial Bid (Cover-II) |
| 5 | L5₹7.3 Cr+₹98.9 L (15.7%)Rejected-Finance AT PO PS BEHERA SAHI CHOUDWAR DIST CUTTACK | CUTTACK | ODISHA | 752120 | ₹7.3 Cr+₹98.9 L (15.7%) | L5 | Rejected-Finance Loss through opening of the Financial Bid (Cover-II) |
Tender Value
₹8.1 Cr
EMD Value
₹8.1 L
Closing Date
26 Mar 2026, 5:00 pmClosed
CCE, Eastern (R and B) Circle, Balasore
O/o CCE, Eastern (R and B) Circle, Balasore
Road
2026_EICCL_127182_4
CCEEC-21/2025-26
National Competitive Bid
Civil Works - Roads
Percentage
300 days
Balasore
Please refer Tender documents.
4 documents required · 4 mandatory
₹10,000
₹8.1 L
Yes
4 Aug 2026
12 Mar 2026
30 Mar 2026
12 Mar 2026
26 Mar 2026
12 Mar 2026
12 Mar 2026 - 26 Mar 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 | Unit - Sqm
Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned upto a lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm in thickness as per Clause 201 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 Engineer-in-Charge. | 29,820 | Sqm | 8.45 | ₹2,51,979 |
| 2 | Unit - Cum
Earth work in excavation in all kinds of soil for road works with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers as per drawing and technical specification, including setting out, dressing of section to correct line, level, grade & camber for road work or dressing of sides and bottom for foundation of structures and loading into tippers, transporting to embankment site within all lifts and lead upto 1000mtr. and utilising the surplus earth locally for road work wherever required, backfilling the excavation earth to the extent required etc complete in all respect as per clause 301 & 304 of Specification for road & bridge work of MORT&H (5th Revision) & Direction of Engineer in charge. | 5,430.87 | Cum | 74.79 | ₹4,06,174.77 |
| 3 | Unit - Cum
Construction of embankment with approved materials deposited at site from road-way cutting and other structures with all lifts and leads graded and compacted to meet requirement as per approved drawing and technical specifications complete in all respect as per Section 900 and Clause 305 of MoRT&H Specification for Road & Bridge works (5th Revision) & including cost of all labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. | 4,954.22 | Cum | 35.83 | ₹1,77,509.7 |
| 4 | Unit - Cum
Loosening to a depth of 150mm, leveling and compacting original ground supporting embankment /sub-grade as per approved drawing and technical specifications complete in all respect as per Section 900 and Clause 305, 305.3.4 of MoRT&H Specification for Road & Bridge works (5th Revision) & including cost of all labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. | 2,099.93 | Cum | 36.05 | ₹75,702.48 |
| 5 | Unit - Cum
Construction of embankment with approved materials obtained from borrow pits by mechanical means graded and compacted to meet requirement as per approved drawing and technical specifications complete in all respect as per Section 900 and clause 305 of MoRT&H Specification for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. | 16,818.83 | Cum | 239.14 | ₹40,22,055.01 |
| 6 | Unit - Cum
Providing and laying Granular Sub-base with Grading-VI stone screening materials as per Table 400-1 as per approved drawing and technical specifications complete in all respect as per Section 900 and Clause 401 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. | 2,626.87 | Cum | 3,309.88 | ₹86,94,624.48 |
| 7 | Unit - Cum
Providing, laying, spreading & compacting graded stone aggregate to wet mix macadam specification including premixing the material at OMC in mechanical mix plant, carriage of mixed material to site, laying in uniform layers on well prepared surface & compacting to achieve the desired density including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete as per approved Drawing & Technical Specifications and Section 900 & Clause -406 of MoRT&H Specifications for Road & Bridge works (5th Revision). | 620.78 | Cum | 3,450.22 | ₹21,41,827.57 |
| 8 | Unit - Sqm
Providing and applying primer coat with slow setting bitumen emulsion on prepared surface of granular base, including clearing road surface and spraying primer using mechanical means as per approved drawing and technical specifications complete in all respect as per Section 900, Clause 501.5.2 & 502 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. | 2,741.1 | Sqm | 33.48 | ₹91,772.03 |
| 9 | Unit - Sqm
Providing and applying tack coat with rapid setting bitumen emulsion on the prepared bituminous/ granular surface including cleaning with mechanical broom and spraying bitumen emulsion using mechanical means as per approved drawing and technical specifications complete in all respect as per Section 900, Clause 501.5.2 & 503 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. | 10,426.8 | Sqm | 11.78 | ₹1,22,827.7 |
| 10 | Unit - Cum
Providing & laying compacted Bituminous Macadam (Grading-II ) using 60/70 grade Bitumen with Hot Mix Plant using crusher broken hard granite aggregates of specified grading premixed with bituminous binder @ 3.3 % by weight of total mix and filler, transporting the hot mix to works site, lying with Hydrostatic Paver Finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled vibratory and tandem rollers to achieve the desired compacting as per Clause No.106, 108, 111, 112, 501, 503 , 504 and section 900 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision) &including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge. | 144.6 | Cum | 8,663.59 | ₹12,52,755.11 |
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