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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹48.9 CrAccepted-AOC | L1 | Accepted-AOC Awarded | |
| 2 | L2₹54.3 Cr+₹73.3 L (1.37%)Rejected-Finance 15A2 1 INTUC 5 SANKARANKOVIL ROAD RAJAPALAYAM TALUK VIRUDHUNAGAR DISTRICT 626 117 | VIRUDHUNAGAR | TAMIL NADU | 626117 | L2 | Rejected-Finance High Quoted | |
| 3 | L3₹54.7 Cr+₹1.2 Cr (2.28%)Rejected-Finance HIG 25 80 FEET ROAD ARINGAR ANNA NAGAR MADURAI 625 020 | MADURAI | MADURAI | TAMIL NADU | 625020 | L3 | Rejected-Finance High Quoted | |
| 4 | Rejected-Technical | - | Rejected-Technical Not Complied with Prequalification |
Tender Value
₹48.9 Cr
EMD Value
₹24.6 L
Closing Date
6 Dec 2024, 2:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Superintending Engineer
Office of the Superintending Engineer Highways C and M Tirunelveli AR Line Road Palayamkottai
Formation of Outer Ring Road to Sivakasi town from Km 28/0- 33/520 Connecting Sivakasi - Erichanatham road (MD689) with Sivakasi - Virudhunagar Road (SH 42) (Phase I Part B) (TNV-84)
2024_HWAY_499336_1
TN.No 50/2024-25/HDO, DATED 28.10.2024
Open Tender
Civil Works - Highways
Percentage
450 days
Sivakasi
Average Annual Turnover
Completed Contracts
Minimum quantities of works in 1yr during the last 5yrs
Personnel capabilities
Equipment capabilities
Financial position
Audited balance sheet for the last 5yrs
Litigation history
Bid capacity
10 documents required · 10 mandatory
₹0
₹24.6 L
23 May 2025
7 Nov 2024
9 Dec 2024
7 Nov 2024
6 Dec 2024
18 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 | Clearing and grubbing road land - Heavy Jungle (Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m as per Technical Specification Clause 201) | - | - | - | - |
| 2 | ROAD A 28/000 - 33/520 | - | Square Metre | - | - |
| 3 | Excavation for Roadway and drainage - Excavation including removal and satisfactory disposal of all materials necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer, as per MORTH Specification for Cutting . MORTH No. 111, 112, 301, 305, 900. | - | - | - | - |
| 4 | ROAD A 28/000 - 33/520 | - | Cubic Metre | - | - |
| 5 | Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing onbank with all lead sand lifts asper SS20 B including cost of all labour charges, materials, tools,equipments and all incidental charges, including compacting with power roller, watering, including all hire and fuel charges for all tools and plants, removal of other , trimming of bottom of excavation back filling,clearingup the site andd is posal of all surplus materials etc., complete as per standard specification. For Formation of Embankment with conveyance of 12 km. | - | - | - | - |
| 6 | ROAD A 28/000 - 33/520 | 0.29 | Cubic Metre | 1 | ₹0.29 |
| 7 | Granular Sub-Base with Close Graded Material
Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory soil compactor to achieve the desired density, complete as per clause 401
For Grading-V Material (Filter/ Separation Layer at Bottom) Material as per MORTH Rev. V Clause No. 111, 112, 401 & 900. | - | - | - | - |
| 8 | ROAD A 28/000 - 33/520 | - | Cubic Metre | - | - |
| 9 | Granular Sub-Base with Close Graded Material
Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory soil compactor to achieve the desired density, complete as per clause 401
For Grading-III Material (Drainage Layer at Top)Material as per MORTH Rev. V Clause No. 111, 112, 401 & 900. | - | - | - | - |
| 10 | ROAD A 28/000 - 33/520 | - | Cubic Metre | - | - |
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