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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 CrAccepted-AOC 6 14 ADAIKALAPURAM VANNIKONENTHAL MANUR TALUK TIRUNELVELI DISTRICT | TIRUNELVELI | TAMIL NADU | 627001 | ₹1.5 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.6 CrRejected-Finance | ₹1.6 Cr | L2 | Rejected-Finance L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical Not Qualified |
| Sl No | Description | Qty | Unit | PALRAJ CONTRACTOR L1 | MR.A.MADASAMY, CONTRACTOR L2 |
|---|---|---|---|---|---|
| 1.00Strengthening of Keelaneelithanallur - Maruthakinaru road 0/000 - 3/975 (R 32) in Maruthankinaru village and panchayat of Melaneelithanallur panchayat Union | |||||
| 2.00 | Clearing and Grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000m including and disposal of top Organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201,(i) (A) - Scrub Jungle Clearance | 3,187.89 | sqm | 6.17 ₹19,669.28 Lowest | 6.3 ₹20,083.71 |
| 3.00 | Picking the Exisiting Bituminous/Water Bound Macadam surface to a depth of 100mm by Mechanical means and addition of deficit aggregate @ 50% for Construction of Granular sub base by providing well graded material, spreading in uniform layers with standard bed camber on prepared surface, and compacting with Vibratory roller to achieve the desired density. | 4,915.12 | sqm | 22.66 ₹1,11,376.62 Lowest | 23.3 ₹1,14,522.3 |
| 4.00 | Earthwork excavation for Road work in all Soils with Hydraulic excavator of 0.90 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with a lift upto 1.50m and lead upto 1000m as per Technical specification Clause 302.3 | 1,912.73 | cum | 136.24 ₹2,60,590.34 Lowest | 140.3 ₹2,68,356.02 |
| 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 as per Technical specification Clause | |||||
| 6.00 | Km : 0/0 - 1/0 | 216 | cum | 529.69 ₹1,14,413.04 Lowest | 819.5 ₹1,77,012 |
| 7.00 | Km : 1/0 - 2/0 | 225 | cum | 541.04 ₹1,21,734 Lowest | 829 ₹1,86,525 |
| 8.00 | Km : 2/0 - 3/0 | 225 | cum | 541.04 ₹1,21,734 Lowest | 838.5 ₹1,88,662.5 |
| 9.00 | Km : 3/0 - 3/975 | 218.73 | cum | 541.04 ₹1,18,341.68 Lowest | 848 ₹1,85,483.04 |
| 10.00 | 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. | 1,843.17 | cum | 2,369.66 ₹43,67,686.22 Lowest | 2,534 ₹46,70,592.78 |
Tender Value
₹1.7 Cr
EMD Value
₹1.7 L
Closing Date
23 Feb 2026, 3:00 pmClosed
The Project Director
DRDA,Tenkasi
Strengthening of Keelaneelithanallur - Maruthakinaru road 0/000 - 3/975 in Melaneelithanallur panchayat union in Tenkasi District under NABARD RIDF 2026-27 Pack No.18
2026_RDTN_657494_29
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
₹1.7 L
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 Keelaneelithanallur - Maruthakinaru road 0/000 - 3/975 (R 32) in Maruthankinaru village and panchayat of Melaneelithanallur panchayat Union | - | - | - | - |
| 2 | Clearing and Grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000m including and disposal of top Organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201,(i) (A) - Scrub Jungle Clearance | 3,187.89 | sqm | 6.36 | ₹20,274.98 |
| 3 | Picking the Exisiting Bituminous/Water Bound Macadam surface to a depth of 100mm by Mechanical means and addition of deficit aggregate @ 50% for Construction of Granular sub base by providing well graded material, spreading in uniform layers with standard bed camber on prepared surface, and compacting with Vibratory roller to achieve the desired density. | 4,915.12 | sqm | 23.36 | ₹1,14,817.2 |
| 4 | Earthwork excavation for Road work in all Soils with Hydraulic excavator of 0.90 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with a lift upto 1.50m and lead upto 1000m as per Technical specification Clause 302.3 | 1,912.73 | cum | 140.45 | ₹2,68,642.93 |
| 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 as per Technical specification Clause | - | - | - | - |
| 6 | Km : 0/0 - 1/0 | 216 | cum | 819.83 | ₹1,77,083.28 |
| 7 | Km : 1/0 - 2/0 | 225 | cum | 829.26 | ₹1,86,583.5 |
| 8 | Km : 2/0 - 3/0 | 225 | cum | 838.7 | ₹1,88,707.5 |
| 9 | Km : 3/0 - 3/975 | 218.73 | cum | 848.13 | ₹1,85,511.47 |
| 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. | 1,843.17 | cum | 2,534.14 | ₹46,70,850.82 |
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