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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹82.9 LAccepted-Finance | L1 | Accepted-Finance L1 Accepted | |
| 2 | L2₹83.2 L+₹36,899.93 (0.45%)Rejected-Finance | L2 | Rejected-Finance L2 Rejected |
| Sl No | Description | Qty | Unit | SATHIYAMOORTHY H1 | SRI THOTTIYATHAAN CONSTRUCTION H2 |
|---|---|---|---|---|---|
| 1.00Upgradation of Rangapanur Vayalveli Salai - Kattupathai KM 0/0 - 1/930 | |||||
| 1.01 | Clearing the Scrub jungle including all labour charges for burrying and burning etc., | 3,821.4 | Sqm | 9.25 ₹35,347.95 | 8 ₹30,571.2 Lowest |
| 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 | 260.55 | Cum | 200 ₹52,110 | 190 ₹49,504.5 Lowest |
| 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 | 137.5 | Cum | 1,275 ₹1,75,312.5 | 1,261.57 ₹1,73,465.88 Lowest |
| 1.05 | km 1/0-1/930 | 127.88 | Cum | 1,275 ₹1,63,047 | 1,269.48 ₹1,62,341.1 Lowest |
| 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 | 579 | Cum | 2,566 ₹14,85,714 | 2,563.3 ₹14,84,150.7 Lowest |
| 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 | 2,705 ₹10,14,375 | 2,702.99 ₹10,13,621.25 Lowest |
| 1.09 | km 1/0-1/930 | 348.75 | Cum | 2,705 ₹9,43,368.75 | 2,702.99 ₹9,42,667.76 Lowest |
Tender Value
₹88.8 L
EMD Value
₹89,000
Closing Date
23 Feb 2026, 3:00 pmClosed
Project Director
DRDA, Kallakurichi
Strengthening of road from Rangappanur vayalveli salai - kattupathai in KM 1.930 of Sankarapuram Block
2026_RDTN_658060_1
B3/0590/2026/007
Open Tender
Civil Works - Roads
Item Rate
180 days
Kallakurichi
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹89,000
DRDA, Kallakurichi
24 Sept 2026
14 Feb 2026
23 Feb 2026
14 Feb 2026
23 Feb 2026
14 Feb 2026
16 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Upgradation of Rangapanur Vayalveli Salai - Kattupathai KM 0/0 - 1/930 | |||||
| 1.01 | Clearing the Scrub jungle including all labour charges for burrying and burning etc., | 3,821.4 | Sqm | 6.36 | ₹24,304.1 |
| 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 | 260.55 | Cum | 140.36 | ₹36,570.8 |
| 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 | 137.5 | Cum | 1,261.57 | ₹1,73,465.88 |
| 1.05 | km 1/0-1/930 | 127.88 | Cum | 1,269.48 | ₹1,62,341.1 |
| 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 | 579 | Cum | 2,563.33 | ₹14,84,168.07 |
| 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 | 2,702.99 | ₹10,13,621.25 |
| 1.09 | km 1/0-1/930 | 348.75 | Cum | 2,702.99 | ₹9,42,667.76 |
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