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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹27.8 CrAdmitted-Finance AT COLLEGE ROAD KARADAPALI GOBARA TALCHER PO SOUTH BALANDA PS COLLIERY DIST ANGULA STATE ODISHA PIN 759116 | TALCHER | ANGULA | ODISHA | 759116 | L1 | Admitted-Finance | ||
| 2 | L2₹28.1 Cr+₹31.2 L (1.12%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | Rejected-Technical AT KOTASAHI KAIRAPARI TANGI DIST CUTTACK | CUTTACK | CUTTACK | ODISHA | - | Rejected-Technical Non-responsive |
Tender Value
₹25.8 Cr
Closing Date
18 Apr 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
Construction of 2-lane carriageway of Sohela-Nuapada road (SH-3) from 90/000 Km to 101/125 Km (except H.L.Bridge over river Ong at Ch.97/420 Km with both side approaches and 0.70 Km in stretches) for 4-lane carriageway under Biju Expressway
2022_EICCL_76554_3
CE-DPI AND R-21/2021-22
Open Tender
Civil Works - Roads
Percentage
300 days
In Bargarh
Please refer Tender documents.
4 documents required · 4 mandatory
₹10,000
Exempted
24 Jun 2022
28 Mar 2022
19 Apr 2022
28 Mar 2022
18 Apr 2022
28 Mar 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. | 0.29 | Sqm | 5.76 | ₹1.67 |
| 2 | 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 | 20.72 | - |
| 3 | Earthwork in excavation for road way in all kinds of soil with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers, setting out, dressing of section to correct line, level, grade and camber transporting to embankment site within all lifts and lead upto 1000mtr., utilising the surplus earth locally for road work where ever required, back filling the excavated earth to the extent required complete in all respect as per approved drawing and technical specifications as per Section 900 and Clause 301 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. | - | Cum | 42.39 | - |
| 4 | 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. | 1 | Cum | 55.3 | ₹55.24 |
| 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 | 128.91 | ₹128.78 |
| 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 | 3.56 | - |
| 7 | Construction of sub-grade using approved materials obtained from borrow pits having CBR not less than 8%, with all leads and lifts, transporting to site, spreading, grading, to required slope, camber, as per drawings, and watering, compacting by using vibratory roller to meet required density etc complete as per Clause 305 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge. | - | Cum | 141.3 | - |
| 8 | Providing and laying Granular Sub-base with Grading-IV 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 | 1,339.6 | ₹1,338.26 |
| 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. | - | Cum | 1,445.05 | - |
| 10 | Providing and applying primer coat with medium setting bitumen emulsion on prepared surface of granular base, including clearing road surface and spraying primer @ 0.60 Kg/ Sqm 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 | 26.87 | - |
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