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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹87.7 LAccepted-AOC NO 46 B CHURCH STREET VELLAGOUNDANPATTI VILLAGE AYYAPURAM POST KADAYANALLUR TALUK TENKASI DISTRICT | TENKASI | TAMIL NADU | 626140 | ₹87.7 L | L1 | Accepted-AOC L1 |
| 2 | L2₹88.0 LRejected-Finance NO 3 143 A NORTH STREET NORTH DEVADANAM RAJAPALAYAM TALUK VIRUDHUNAGAR DISTRICT 626121 | VIRUDHUNAGAR | TAMIL NADU | 626121 | ₹88.0 L | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | CHELLADURAI G L2 | ANTONY CONSTRUCTION L1 |
|---|---|---|---|---|---|
| 1.00Strengthening of indranagar to Indraperi road KM 0/000-2/140 (R-73 ) in Vellagoundampatti Village Ramasamiyapuram Panchayat in Vasudevanallur Panchayat Union.(VPR) | |||||
| 2.00 | Clearing Scrub Jungle without alignment for the widening of the formation of the road cutting of trace up to 30mm girth products the cleaning are to be stocked in such a place as ordered by the departmental officer and the ground shall be left in a perfectly clean condition. All holes of hollows whether original, existing (or) produced by digging of roots shall than be carefully filled up the earth well rammed and leveled of and the entire work completed in all respect as per SI 17 (2). | 1,530 | Sqm | 7 ₹10,710 | 6 ₹9,180 Lowest |
| 3.00 | Picking the existing surface to 50mm to 100mm thick including labour and hire charges for picking tools and plants and all other incidental charges etc complete as per standard specifications. | 2,481.25 | Sqm | 24 ₹59,550 | 23 ₹57,068.75 Lowest |
| 4.00 | Earth work excavation and depositing on bank with an intial of 10m and lift 2m in hard stiff clay, stiff black cotton, hard red earth and earth mixed with small size boulders, hard gravelly soil etc., as per SS 20A including laying and spreading in layer etc.complete. | 240 | Cum | 141 ₹33,840 | 140 ₹33,600 Lowest |
| 5.00Providing laying and compacting red gravel in accordance with requirements of the specification materials shall be in one or more layers as necessary including watering, consolidating by the power roller rolling and all labour charges for soiling including hire charges for consolidation etc. complete. | |||||
| 6.00 | 0/0-1/0 | 177.3 | Cum | 535 ₹94,855.5 | 534 ₹94,678.2 Lowest |
| 7.00 | 1/0-2/0 | 180 | Cum | 547 ₹98,460 | 546 ₹98,280 Lowest |
| 8.00 | 2/0-2/140 | 25.2 | Cum | 558 ₹14,061.6 | 557 ₹14,036.4 Lowest |
| 9.00 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory Soil Compactor to achieve the desired density, complete as per clause 401 | 78.75 | Cum | 2,729 ₹2,14,908.75 | 2,728 ₹2,14,830 Lowest |
| 10.00Providing 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. | |||||
Tender Value
₹95.0 L
EMD Value
₹96,000
Closing Date
23 Feb 2026, 3:00 pmClosed
The Project Director
DRDA,Tenkasi
Strengthening of Indranagar to Indraperi road KM 0/000-2/140 in Vasudevanallur Panchayat Union NABARD RIDF 2026-27
2026_RDTN_657494_2
DIPR/988/Tender/2026 NABARD RIDF TSI
Open Tender
Civil Works
Works
180 days
DRDA
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹96,000
DRDA,Tenkasi
5 Aug 2026
14 Feb 2026
23 Feb 2026
14 Feb 2026
23 Feb 2026
14 Feb 2026
18 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Strengthening of indranagar to Indraperi road KM 0/000-2/140 (R-73 ) in Vellagoundampatti Village Ramasamiyapuram Panchayat in Vasudevanallur Panchayat Union.(VPR) | - | - | - | - |
| 2 | Clearing Scrub Jungle without alignment for the widening of the formation of the road cutting of trace up to 30mm girth products the cleaning are to be stocked in such a place as ordered by the departmental officer and the ground shall be left in a perfectly clean condition. All holes of hollows whether original, existing (or) produced by digging of roots shall than be carefully filled up the earth well rammed and leveled of and the entire work completed in all respect as per SI 17 (2). | 1,530 | Sqm | 6.36 | ₹9,730.8 |
| 3 | Picking the existing surface to 50mm to 100mm thick including labour and hire charges for picking tools and plants and all other incidental charges etc complete as per standard specifications. | 2,481.25 | Sqm | 23.36 | ₹57,962 |
| 4 | Earth work excavation and depositing on bank with an intial of 10m and lift 2m in hard stiff clay, stiff black cotton, hard red earth and earth mixed with small size boulders, hard gravelly soil etc., as per SS 20A including laying and spreading in layer etc.complete. | 240 | Cum | 140.45 | ₹33,708 |
| 5 | Providing laying and compacting red gravel in accordance with requirements of the specification materials shall be in one or more layers as necessary including watering, consolidating by the power roller rolling and all labour charges for soiling including hire charges for consolidation etc. complete. | - | - | - | - |
| 6 | 0/0-1/0 | 177.3 | Cum | 534.38 | ₹94,745.57 |
| 7 | 1/0-2/0 | 180 | Cum | 546.07 | ₹98,292.6 |
| 8 | 2/0-2/140 | 25.2 | Cum | 557.77 | ₹14,055.8 |
| 9 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory Soil Compactor to achieve the desired density, complete as per clause 401 | 78.75 | Cum | 2,728.26 | ₹2,14,850.48 |
| 10 | 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. | - | - | - | - |
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