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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹49.4 CrAccepted-AOC | 1 | Accepted-AOC Accepted by COT | |
| 2 | 2₹52.4 Cr+₹1.0 Cr (2.00%)Rejected-Finance E 30 2ND FLOOR 2ND AVENUE BESANT NAGAR CHENNAI 600 090 | CHENNAI | TAMIL NADU | 600090 | 2 | Rejected-Finance L2 | |
| 3 | 3₹52.9 Cr+₹1.5 Cr (2.92%)Rejected-Finance 402 3RD FLOOR DEV PALACE M G ROAD KARUR 639 001 | KARUR | TAMIL NADU | 639001 | 3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | M/S SAMRI INFRA DEVELOPERS L3 | AVP INFRACON LIMITED L2 | jawahar constructions L1 |
|---|---|---|---|---|---|---|
| 1.00 | Dismantling the existing RCC box culvert and dispose the demolished material including all other incidental charges etc, with a lift upto 3m and lead upto 1 km as per specification and as per directions of Departmental officers | 10.86 | Cum | 4,933 ₹53,572.38 | 4,886.93 ₹53,072.06 | 4,794.72 ₹52,070.66 Lowest |
| 2.00 | Dismantling the existing RCC Structure and dispose the demolished material including all other incidental charges etc, with a lift upto 3m and lead upto 1 km as per specification and as per directions of Departmental officers for Dismantling the RCC | 4.24 | Cum | 4,933 ₹20,915.92 | 4,886.93 ₹20,720.58 | 4,794.72 ₹20,329.61 Lowest |
| 3.00 | Dismantling the existing and fell down Stone Masonry structures such as Retaining wall, revetment, pitching and disposing the demolished material including all other incidental charges etc, with a lift upto 3m and lead upto 1km as per specification and as per directions of Departmental officers | 802.14 | Cum | 324 ₹2,59,893.36 | 321.14 ₹2,57,599.24 | 315.08 ₹2,52,738.27 Lowest |
| 4.00 | Earth work excavation in all classes of soil including weathered rock not requiring blasting and depositing on bank with all leads and lifts as per SS 20B, including cost of all labour,equipments and all other incidential charges backfilling, and clearing the sits and disposal of all surplus materials etc, complete as per section 300 of MORT&H specification (V Revision) for FOUNDATION OF ABUTMENTS and PIERS Retaining wall (considering average Ground Level) For Main work
Depth upto 2.00m | 653 | Cum | 314 ₹2,05,042 | 310.58 ₹2,02,808.74 | 304.72 ₹1,98,982.16 Lowest |
| 4.01 | Retaining wall | 570 | Cum | 314 ₹1,78,980 | 310.58 ₹1,77,030.6 | 304.72 ₹1,73,690.4 Lowest |
| 4.02 | Drain Cum Foot Path | 7,183 | Cum | 314 ₹22,55,462 | 310.58 ₹22,30,896.14 | 304.72 ₹21,88,803.76 Lowest |
| 4.03 | Centre Median | 21 | Cum | 314 ₹6,594 | 310.58 ₹6,522.18 | 304.72 ₹6,399.12 Lowest |
| 4.04 | 2m - 3m Depth For Main work | 240 | Cum | 327 ₹78,480 | 323.75 ₹77,700 | 317.64 ₹76,233.6 Lowest |
| 4.05 | 3m - 4m Depth For Main work | 61 | Cum | 340 ₹20,740 | 336.91 ₹20,551.51 | 330.55 ₹20,163.55 Lowest |
| 5.00 | Earthwork excavation in Soft Disintegrated Rock not requiring blasting and depositing on bank with all leads and lifts , including cost of all labour, equipments and all incidental charges such as bailing out water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification UNDER ABUTMENTS AND PIERS FOR FOUNDATION
Upto 2m depth for Main work | 2,179 | Cum | 546 ₹11,89,734 | 540.6 ₹11,77,967.4 | 530.4 ₹11,55,741.6 Lowest |
Tender Value
₹49.4 Cr
EMD Value
₹25 L
Closing Date
23 Feb 2026, 12:15 pmClosed
Thiru.R.K.Ramesh
O/o the Superintending Engineer Highways Projects Circle, Alagarkovil Main road, Madurai -2
Construction of Road Over Bridge (ROB) at km 0/10 of Palani Dharapuram road (SH 83) in lieu of existing L.C.No.63 at Railway km 58/700 -800 in between Palani Udumalapettai Railway Stations
2026_HWAY_653795_1
TN No 16 2025-26 SDO Dated.03.02.2026
Open Tender
Civil Works - Highways
Item Rate
365 days
Palani
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹25 L
O/o the Superintending Engineer Highways Projects
13 Mar 2026
10 Feb 2026
23 Feb 2026
10 Feb 2026
23 Feb 2026
10 Feb 2026
10 Feb 2026 - 20 Feb 2026
16 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dismantling the existing RCC box culvert and dispose the demolished material including all other incidental charges etc, with a lift upto 3m and lead upto 1 km as per specification and as per directions of Departmental officers | 10.86 | Cum | - | - |
| 2 | Dismantling the existing RCC Structure and dispose the demolished material including all other incidental charges etc, with a lift upto 3m and lead upto 1 km as per specification and as per directions of Departmental officers for Dismantling the RCC | 4.24 | Cum | - | - |
| 3 | Dismantling the existing and fell down Stone Masonry structures such as Retaining wall, revetment, pitching and disposing the demolished material including all other incidental charges etc, with a lift upto 3m and lead upto 1km as per specification and as per directions of Departmental officers | 802.14 | Cum | - | - |
| 4 | Earth work excavation in all classes of soil including weathered rock not requiring blasting and depositing on bank with all leads and lifts as per SS 20B, including cost of all labour,equipments and all other incidential charges backfilling, and clearing the sits and disposal of all surplus materials etc, complete as per section 300 of MORT&H specification (V Revision) for FOUNDATION OF ABUTMENTS and PIERS Retaining wall (considering average Ground Level) For Main work
Depth upto 2.00m | 653 | Cum | - | - |
| 4.01 | Retaining wall | 570 | Cum | - | - |
| 4.02 | Drain Cum Foot Path | 7,183 | Cum | - | - |
| 4.03 | Centre Median | 21 | Cum | - | - |
| 4.04 | 2m - 3m Depth For Main work | 240 | Cum | - | - |
| 4.05 | 3m - 4m Depth For Main work | 61 | Cum | - | - |
| 5 | Earthwork excavation in Soft Disintegrated Rock not requiring blasting and depositing on bank with all leads and lifts , including cost of all labour, equipments and all incidental charges such as bailing out water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification UNDER ABUTMENTS AND PIERS FOR FOUNDATION
Upto 2m depth for Main work | 2,179 | Cum | - | - |
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