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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹68.5 LAccepted-Finance | L1 | Accepted-Finance L1 Accepted | |
| 2 | L2₹69.0 L+₹45,315.78 (0.66%)Rejected-Finance | L2 | Rejected-Finance L2 Rejected |
| Sl No | Description | Qty | Unit | SRI THOTTIYATHAAN CONSTRUCTION H2 | SATHIYAMOORTHY H1 |
|---|---|---|---|---|---|
| 1.00Upgradation of Arulampadi anaikattu Road KM 0/0 - 1/326 | |||||
| 1.01 | Clearing the Scrub jungle including all labour charges for burrying and burning etc., | 2,625.48 | Sqm | 8 ₹21,003.84 Lowest | 9 ₹23,629.32 |
| 1.02 | 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 | 238.68 | Cum | 190 ₹45,349.2 Lowest | 200 ₹47,736 |
| 1.03Collection and supply of gritty gravel including cost and conveyance of all materials to site including all labour charges for filling etc.complete, | |||||
| 1.04 | km 0/0-1/0 | 112.5 | Cum | 1,245.74 ₹1,40,145.75 Lowest | 1,250 ₹1,40,625 |
| 1.05 | km 1/0 - 1/326 | 104.63 | Cum | 1,253.66 ₹1,31,170.45 Lowest | 1,265 ₹1,32,356.95 |
| 1.06 | Construction of Granular Sub Base by providing well graded material (25mm to 4.75mm IRC HBG Metal @ 65%, 4.75 to 2.36mm IRC HBG Metal @ 20% & 2.36mm below IRC HBG metal @ 15%) & the material passing 425 microns sieve shall have liwuid limity and plasticity index | 497.25 | Cum | 2,537.4 ₹12,61,722.15 Lowest | 2,550 ₹12,67,987.5 |
| 1.07Providing 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. | |||||
| 1.08 | km 0/0-1/0 | 375 | Cum | 2,676 ₹10,03,500 Lowest | 2,680 ₹10,05,000 |
| 1.09 | km 1/0 - 1/326 | 122.25 | Cum | 2,676 ₹3,27,141 Lowest | 2,680 ₹3,27,630 |
Tender Value
₹90.7 L
EMD Value
₹91,000
Closing Date
23 Feb 2026, 3:00 pmClosed
Project Director
DRDA, Kallakurichi
Strengthening of road from Arulampadi Anaikattu road in KM 1.326 of Sankarapuram Block
2026_RDTN_658078_1
B3/0590/2026/005
Open Tender
Civil Works - Roads
Item Rate
180 days
Kallakurichi
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹91,000
24 Sept 2026
14 Feb 2026
23 Feb 2026
14 Feb 2026
23 Feb 2026
14 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Upgradation of Arulampadi anaikattu Road KM 0/0 - 1/326 | |||||
| 1.01 | Clearing the Scrub jungle including all labour charges for burrying and burning etc., | 2,625.48 | Sqm | 6.36 | ₹16,698.05 |
| 1.02 | 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 | 238.68 | Cum | 140.36 | ₹33,501.12 |
| 1.03 | Collection and supply of gritty gravel including cost and conveyance of all materials to site including all labour charges for filling etc.complete, | - | - | - | - |
| 1.04 | km 0/0-1/0 | 112.5 | Cum | 1,245.74 | ₹1,40,145.75 |
| 1.05 | km 1/0 - 1/326 | 104.63 | Cum | 1,253.66 | ₹1,31,170.45 |
| 1.06 | Construction of Granular Sub Base by providing well graded material (25mm to 4.75mm IRC HBG Metal @ 65%, 4.75 to 2.36mm IRC HBG Metal @ 20% & 2.36mm below IRC HBG metal @ 15%) & the material passing 425 microns sieve shall have liwuid limity and plasticity index | 497.25 | Cum | 2,537.44 | ₹12,61,742.04 |
| 1.07 | 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. | - | - | - | - |
| 1.08 | km 0/0-1/0 | 375 | Cum | 2,676.38 | ₹10,03,642.5 |
| 1.09 | km 1/0 - 1/326 | 122.25 | Cum | 2,676.38 | ₹3,27,187.46 |
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