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Tender ID
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹30.6 CrAccepted-AOC 167 NEW COLONY THURAIMANGALAM PERAMBALUR 621220 | TIRUCHIRAPPALLI | TAMIL NADU | 621220 | 1 | Accepted-AOC Accepted | |
| 2 | 2₹31.9 Cr+₹79.3 L (2.55%)Rejected-Finance | 2 | Rejected-Finance L1 Lowest Tenderer can only be accepted. L2 is Rejected | |
| 3 | 3₹32.8 Cr+₹1.7 Cr (5.61%)Rejected-Finance E 30 2ND FLOOR 2ND AVENUE BESANT NAGAR CHENNAI 600 090 | CHENNAI | TAMIL NADU | 600090 | 3 | Rejected-Finance L1 Lowest Tenderer can only be accepted. L3 is Rejected |
Tender Value
₹30.6 Cr
EMD Value
₹15.4 L
Closing Date
7 Feb 2026, 11:00 amClosed
Superintending Engineer H C and M
The Superintending Engineer Highways Department Construction Maintenance 214 Tindivanam Road Tiruvannamalai 606 601
Widening from Two Lane with PS to 4 Lane and Stg at km 3/0-5/0 and widening from 2 Lane to 4 Lane and Stg at Km 14/6-17/0 and 17/2-19/0 and end to end Widening and Stg at Km 17/0 - 17/2 of Kallakurichi - Koothakudi road including CD works-TVM-187
2026_HWAY_645857_1
TN No 74 2025 26 HDO Dt 20 01 2026 TVM 187
Open Tender
Civil Works - Highways
Percentage
360 days
Kallakurichi
Please refer Tender documents.
15 documents required · 15 mandatory
₹0
₹15.4 L
Yes
Tiruvannamalai
12 Mar 2026
22 Jan 2026
7 Feb 2026
22 Jan 2026
7 Feb 2026
23 Jan 2026
23 Jan 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 | Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour charges, materials, tools, equipments and all incidental charges, removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification. For Boxing including conveyance of sut earth away from the site with average lead | 1 | Cubic Metre | - | - |
| 1.1 | Road A | 22,387 | Cubic Metre | 131.89 | ₹29,52,621.43 |
| 1.2 | Junction Improvement | 617.37 | Cubic Metre | 131.89 | ₹81,424.93 |
| 2 | Providing compaction for embankment / making up of low berms using the available box cut earth including all hire and fuel charges for power roller for compaction, water sprinkler, including all labour charges for laying, spreading, watering etc., complete and as directed by the departmental engineers. | 1 | Cubic Metre | - | - |
| 2.1 | Road A | 22,387 | Cubic Metre | 28.13 | ₹6,29,746.31 |
| 3 | 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. Formation of embankment using Carted Earth including compaction by power roller with an average lead of 4 kms | 1 | Cubic Metre | - | - |
| 3.1 | Road A | 727 | Cubic Metre | 235.83 | ₹1,71,448.41 |
| 4 | Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method 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) -Road Work | 1 | Cubic Metre | - | - |
| 4.1 | Road A | 10,198 | Cubic Metre | 2,130.16 | ₹2,17,23,371.68 |
| 4.2 | Junction Improvement | 191.8 | Cubic Metre | 2,130.16 | ₹4,08,564.69 |
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