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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.2 CrAccepted-AOC | ₹22.2 Cr | L1 | Accepted-AOC L1 bidder |
| 2 | L2₹23.5 Cr+₹1.3 Cr (5.88%)Rejected-AOC | ₹23.5 Cr+₹1.3 Cr (5.88%) | L2 | Rejected-AOC L2 bidder |
| 3 | L2₹23.5 Cr+₹1.3 Cr (5.88%)Rejected-AOC | ₹23.5 Cr+₹1.3 Cr (5.88%) | L2 | Rejected-AOC L2 bidder |
| 4 | L3₹24.3 Cr+₹2.0 Cr (9.15%)Rejected-Finance | ₹24.3 Cr+₹2.0 Cr (9.15%) | L3 | Rejected-Finance Other than L1 and L2 bidder |
| 5 | Rejected-Technical BMS HOUSE MOTI TALAB PARA JAGDALPUR DIST BASTAR C G 494001 | JAGDALPUR | BASTAR | CHHATTISGARH | 494001 | - | - | Rejected-Technical Non-responsive |
Tender Value
₹26.1 Cr
EMD Value
₹26.1 L
Closing Date
19 Nov 2024, 5:30 pmClosed
Chief Engineer, Roads-I, Odisha
O/o the E.I.C (Civil-Cum-Roads), Odisha, Nirman Soudha, New Building, Unit-V, Bhubaneswar
Improvement such as widening and strengthening of Panchada-Dasmantpur-Girliguma road from 19/000 km to 37/799 km in the district of Koraput under State Plan
2024_EICCL_106289_2
CE-ROADS-I-10/2024-25
Open Tender
Civil Works - Roads
Percentage
540 days
Koraput
Please refer Tender documents.
4 documents required · 4 mandatory
₹10,000
₹26.1 L
Yes
7 Apr 2025
2 Nov 2024
20 Nov 2024
2 Nov 2024
19 Nov 2024
2 Nov 2024
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. | 1,11,383.84 | Sqm | 8.27 | ₹9,21,144.36 |
| 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. | 82,664.41 | Cum | 74.72 | ₹61,76,684.72 |
| 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. | 66,132.98 | Cum | 35.8 | ₹23,67,560.68 |
| 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. | 12,135.58 | Cum | 36.01 | ₹4,37,002.24 |
| 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. | 2,15,039.52 | Cum | 203.67 | ₹4,37,97,099.04 |
| 6 | Unit - Cum
Earthwork in excavation cutting in disintegrated rock not requiring blasting for foundation of bridges and other structures to be removed by pick axes and crow bars and depositing materials including all lead and lift including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, levelling the bed, dewatering from foundation if required complete as per approved drawing and technical specifications as per Clause 301 & 304 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge. | 6,039.58 | Cum | 572.25 | ₹34,56,149.66 |
| 7 | Unit - Cum
Earthwork in excavation cutting in hard rock not requiring blasting for foundation of bridges and other structures to be removed by pick axes and crow bars and depositing materials including all lead and lift including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, levelling the bed, dewatering from foundation if required complete as per approved drawing and technical specifications as per Clause 301 & 304 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge. | 3,019.79 | Cum | 279.71 | ₹8,44,665.46 |
| 8 | 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. | 21,151.12 | Cum | 2,236.19 | ₹4,72,97,923.03 |
| 9 | Unit - Cum
Providing Wet Mix Macadam using crushed stone aggregates as per approved drawing and technical specifications complete in all respect as per Section 900 and Clause 406 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. | 7,778.52 | Cum | 2,473.18 | ₹1,92,37,680.09 |
| 10 | 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. | 30,239.38 | Sqm | 35.67 | ₹10,78,638.68 |
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