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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹24.7 CrAccepted-AOC 1A 20 EAST SEERANAGAPALAYAM ROAD SALEM 63607 | 63607 | 1 | Accepted-AOC Accepted | |
| 2 | 2₹26.2 Cr+₹1.2 Cr (4.95%)Rejected-Finance 10 243 THURAIYUR MAIN ROAD PONNERI POST NAMAKKAL 637013 | NAMAKKAL | TAMIL NADU | 637013 | 2 | Rejected-Finance L1 Lowest Tenderer can only be accepted. L2 is Rejected. | |
| 3 | 3₹26.9 Cr+₹2.0 Cr (7.92%)Rejected-Finance SALEM SALEM TAMIL NADU | 3 | Rejected-Finance L1 Lowest Tenderer can only be accepted. L3 is Rejected. |
Tender Value
₹24.7 Cr
EMD Value
₹12.5 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 to Four Lane at km 0/0-4/750 of Salem - Ulundurpet road Abandoned NH-79 (Chinnasalem Town) including CD works - TVM 186
2026_HWAY_645878_1
TN No 74 2025 26 HDO Dt 20 01 2026 TVM 186
Open Tender
Civil Works - Highways
Percentage
300 days
Kallakurichi
Please refer Tender documents.
15 documents required · 15 mandatory
₹0
₹12.5 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 | 19,588 | Cubic Metre | 131.89 | ₹25,83,461.32 |
| 1.2 | Junction Improvement | 390.18 | Cubic Metre | 131.89 | ₹51,460.84 |
| 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 | 4,022 | Cubic Metre | 28.13 | ₹1,13,138.86 |
| 3 | 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 | - | - |
| 3.1 | Road A | 5,521 | Cubic Metre | 2,130.16 | ₹1,17,60,613.36 |
| 3.2 | Box Culvert | 10.78 | Cubic Metre | 2,130.16 | ₹22,963.12 |
| 3.3 | Junction Improvement | 123.88 | Cubic Metre | 2,130.16 | ₹2,63,884.22 |
| 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- III Material (Drainage Layer at Top) | 1 | Cubic Metre | - | - |
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