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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹61.2 LAccepted-AOC TAMIL NADU TN | COIMBATORE | TAMIL NADU | 638459 | ₹61.2 L | L1 | Accepted-AOC L1 Bidder |
| 2 | L2₹65.7 LRejected-Finance | ₹65.7 L | L2 | Rejected-Finance L2 Bidder |
| 3 | L3₹68.1 LRejected-Finance | ₹68.1 L | L3 | Rejected-Finance L3 Bidder |
| Sl No | Description | Qty | Unit | MUTHU CONSTRUCTION L1 | S SENTHAMILSELVAN L3 | ACV CONSTRUCTION L2 |
|---|---|---|---|---|---|---|
| 1.00Strengthening of Mahadevapattinam To Karuvakurichi Link Road 0/0-1/000 | ||||||
| 2.00 | Clearing the Scrub jungle including all labour charges for burrying and burning etc., | 600 | Sqm | 6 ₹3,600 Lowest | 6.25 ₹3,750 | 6 ₹3,600 Lowest |
| 3.00 | Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m | 1,000 | Sqm | 23 ₹23,000 | 22 ₹22,000 | 20 ₹20,000 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 | 348.75 | Cum | 140 ₹48,825 | 135 ₹47,081.25 | 125 ₹43,593.75 Lowest |
| 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 | 850 ₹51,000 Lowest | 900 ₹54,000 | 900 ₹54,000 |
| 7.00Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20% & 2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) Grade III | ||||||
| 8.00 | Km 0/0-1/0 | 206.25 | Cum | 1,800 ₹3,71,250 Lowest | 3,350 ₹6,90,937.5 | 3,400 ₹7,01,250 |
| 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 | 425.62 | Cum | 2,900 ₹12,34,298 Lowest | 3,500 ₹14,89,670 | 3,400 ₹14,47,108 |
Tender Value
Refer Docs
EMD Value
₹75,300
Closing Date
20 Feb 2026, 3:00 pmClosed
Additional Collector(Dev)/Project Officer
1st floor, DRDA, Collectorate campus,Tiruvarur
Strengthening Mahadevapattinam To Karuvakurichi Link Road 1000m
2026_RDTN_657903_9
DIPR/1085/Tender/2026 dt 14.02.2026
Open Tender
Civil Works - Roads
Item Rate
180 days
Mannargudi
Please refer Tender documents.
10 documents required · 10 mandatory
₹0
₹75,300
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 Mahadevapattinam To Karuvakurichi Link Road 0/0-1/000 | - | - | - | - |
| 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 | Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20% & 2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) Grade III | - | - | - | - |
| 8 | Km 0/0-1/0 | - | 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 | - | Cum | - | - |
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