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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹92.1 LAccepted-AOC NO 3 727 MAIN ROAD ADHICHAPURAM VILLAGE MANNARGUDI THIRUVARUR DT PINCODE 614717 | MANNARGUDI | THIRUVARUR | TAMIL NADU | 614717 | ₹92.1 L | L1 | Accepted-AOC L1 Bidder |
| 2 | L2₹94.8 LRejected-Finance 3 210 PANDARAKADU KONASAMUTHIRAM POST EDAPPADI TALUK SALEM DISTRICT TAMIL NADU | EDAPPADI | SALEM | TAMIL NADU | ₹94.8 L | L2 | Rejected-Finance L2 Bidder |
| 3 | L3₹95.6 LRejected-Finance | ₹95.6 L | L3 | Rejected-Finance L3 Bidder |
| 4 | L4₹97.6 LRejected-Finance | ₹97.6 L | L4 | Rejected-Finance L4 Bidder |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | SR CONSTRUCTION L2 | S SENTHAMILSELVAN L4 | BBA ASSOCIATES L1 | R.S.CONSTRUCTIONS L3 |
|---|---|---|---|---|---|---|---|
| 1.00Strengthening of Munnaval Kottai Periyakottai Kovilveni Road Km 0/000-2/400 | |||||||
| 2.00 | Clearing the Scrub jungle including all labour charges for burrying and burning etc., | 1,350 | Sqm | 6 ₹8,100 | 6 ₹8,100 | 6.36 ₹8,586 | 5.7 ₹7,695 Lowest |
| 3.00 | Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m | 3,000 | Sqm | 23 ₹69,000 | 22 ₹66,000 | 23.36 ₹70,080 | 21 ₹63,000 Lowest |
| 4.00 | Earth work excavation and depositing on bank within initial lead and lift in hard gravelly soil for Cutting side drain etc, complete. as per SS20 A | 270 | Cum | 140 ₹37,800 | 125 ₹33,750 Lowest | 140.46 ₹37,924.2 | 126.41 ₹34,130.7 |
| 5.00Providing and Laying Gravel to 100mm compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by Power roller to achieve the required Proctor density at 100% compaction | |||||||
| 6.00 | Km 0/0-1/0 | 60 | Cum | 1,112 ₹66,720 | 750 ₹45,000 Lowest | 1,000 ₹60,000 | 924.56 ₹55,473.6 |
| 7.00 | Km1/0-2/0 | 30 | Cum | 1,112 ₹33,360 | 750 ₹22,500 Lowest | 1,000 ₹30,000 | 932.66 ₹27,979.8 |
| 8.00 | Km2/0-2/400 | 12 | Cum | 1,112 ₹13,344 | 750 ₹9,000 Lowest | 1,000 ₹12,000 | 932.66 ₹11,191.92 |
| 9.00Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete. | |||||||
| 10.00 | Km 0/0-1/0 | 469.52 | Cum | 3,300 ₹15,49,416 | 3,250 ₹15,25,940 | 3,000 ₹14,08,560 Lowest | 3,182 ₹14,94,012.64 |
Tender Value
Refer Docs
EMD Value
₹1.1 L
Closing Date
20 Feb 2026, 3:00 pmClosed
Additional Collector(Dev)/Project Officer
1st floor, DRDA, Collectorate campus,Tiruvarur
Strengthening Munnaval kottai Periyakottai Kovilvenni Road 2400 m
2026_RDTN_657903_7
DIPR/1085/Tender/2026 dt 14.02.2026
Open Tender
Civil Works - Roads
Item Rate
180 days
Needamangalam
Please refer Tender documents.
10 documents required · 10 mandatory
₹0
₹1.1 L
1st floor, DRDA, Collectorate campus,Tiruvarur
3 Jul 2026
14 Feb 2026
20 Feb 2026
14 Feb 2026
20 Feb 2026
14 Feb 2026
17 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Strengthening of Munnaval Kottai Periyakottai Kovilveni Road Km 0/000-2/400 | - | - | - | - |
| 2 | Clearing the Scrub jungle including all labour charges for burrying and burning etc., | - | Sqm | - | - |
| 3 | Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m | - | Sqm | - | - |
| 4 | Earth work excavation and depositing on bank within initial lead and lift in hard gravelly soil for Cutting side drain etc, complete. as per SS20 A | - | Cum | - | - |
| 5 | Providing and Laying Gravel to 100mm compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by Power roller to achieve the required Proctor density at 100% compaction | - | - | - | - |
| 6 | Km 0/0-1/0 | - | Cum | - | - |
| 7 | Km1/0-2/0 | - | Cum | - | - |
| 8 | Km2/0-2/400 | - | Cum | - | - |
| 9 | Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete. | - | - | - | - |
| 10 | Km 0/0-1/0 | 1 | Cum | - | - |
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