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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹8.6 CrAdmitted-Finance | -14.99% | ₹8.6 Cr | L1 | Admitted-Finance |
| 2 | L1₹8.6 CrAdmitted-Finance AT JAGATJANANI STREET VIP LANE JEYPORE PO PS JEYPORE DIST KORAPUT ODISHA | JEYPORE | KORAPUT | ODISHA | -14.99% | ₹8.6 Cr | L1 | Admitted-Finance |
| 3 | L1₹8.6 CrAdmitted-Finance | -14.99% | ₹8.6 Cr | L1 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical Non-responsive |
| 5 | Rejected-Technical | - | - | - | Rejected-Technical Non-responsive |
Tender Value
₹10.2 Cr
Closing Date
11 Oct 2022, 5:30 pmClosed
Chief Engineer, DPI and Roads, Odisha
Office of the E.I.C. Civil, Odisha, Nirman Soudha, New Building, Unit-V, Bhubaneswar
Improvement such as widening and strengthening of Bodigam to Tokiguda road from 0/000 km to 6/700 km in the district of Koraput under State Plan
2022_EICCL_81591_3
CE-DPI AND R-16/2022-23
Open Tender
Civil Works - Roads
Percentage
330 days
In Koraput Dist
Please refer Tender documents.
4 documents required · 4 mandatory
₹10,000
Exempted
8 Dec 2022
20 Sept 2022
12 Oct 2022
20 Sept 2022
11 Oct 2022
20 Sept 2022
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 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. | - | Sqm | 5.96 | - |
| 2 | Earth work in excavation in all kinds of soil for road works & foundation of structures 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. | - | Cum | 42.46 | - |
| 3 | 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. | - | Cum | 20.72 | - |
| 4 | 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. | - | Cum | 20.77 | - |
| 5 | 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. | 1 | Cum | 129.05 | ₹128.92 |
| 6 | Scarifying and removing the existing bituminous road surface to the required depth as per approved drawing and technical specifications and disposal of scarified materials within all lifts and lead upto 1000mtr. complete in all respect as per Section 900, Clause 305.4.3, 305.8, 305.9.5, 501.8.3.2, 501.8.7.2 and 501.8.8.1 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. | - | Sqm | 3.6 | - |
| 7 | Reworking the scarified bituminous surface suitably after supplementing the base materials with sand and compacting finished surface as per approved drawing and technical specifications as per Section 900, Clause 501.8.3.2 and 501.8.8.1 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge. | - | Sqm | 7.46 | - |
| 8 | 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. | 1 | Cum | 1,469.25 | ₹1,467.78 |
| 9 | 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. | 1 | Cum | 1,612.66 | ₹1,611.05 |
| 10 | 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. | - | Sqm | 26.03 | - |
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