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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAccepted-AOC | ₹1.1 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.2 CrRejected-Finance ERODE | TAMIL NADU | 638001 | ₹1.2 Cr | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | SUBBIAH ARUMUGAM L1 | MS CONSTRUCTION L2 |
|---|---|---|---|---|---|
| 1.00STRENGTHENING TO THE ADKONDARKULAM - DHARMATHOORANI ROAD KM 0/0 - 3/0 IN SANKARANKOVIL BLOCK in Tenkasi District. | |||||
| 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 | 4,003.2 | sqm | 6.3 ₹25,220.16 Lowest | 6.68 ₹26,741.38 |
| 3.00 | 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 | 1,000.8 | Cum | 140.4 ₹1,40,512.32 Lowest | 147.47 ₹1,47,587.98 |
| 4.00Providing 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 | |||||
| 5.00 | Km : 0/0 - 1/0 | 225 | cum | 510.8 ₹1,14,930 Lowest | 536.35 ₹1,20,678.75 |
| 6.00 | Km : 1/0 - 2/0 | 225 | cum | 522.4 ₹1,17,540 Lowest | 548.63 ₹1,23,441.75 |
| 7.00 | Km : 2/0 - 3/0 | 225 | cum | 534.1 ₹1,20,172.5 Lowest | 560.91 ₹1,26,204.75 |
| 8.00 | 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. | 3,751.04 | Sqm | 23.35 ₹87,586.78 Lowest | 24.53 ₹92,013.01 |
| 9.00 | 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. | 1,125.32 | cum | 2,427.35 ₹27,31,545.5 Lowest | 2,548.77 ₹28,68,181.86 |
| 10.00 | Providing and applying Prime Coat with Bitumen Emulsion (SS-1) using Emulsion distributor at the rate of 0.70 kg per sqm on the prepared Granular surface (Wet Mix Moisture/ Wet Mix Macadam layer) treated with Primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. (ii) | 11,253.13 | sqm | 87 ₹9,79,022.31 Lowest | 91.37 ₹10,28,198.49 |
Tender Value
₹1.2 Cr
EMD Value
₹1.2 L
Closing Date
23 Feb 2026, 3:00 pmClosed
The Project Director
DRDA,Tenkasi
Strengthening of Atkondarkulam to Dharmathurani Road 0/000-3/000Sankarankovil Panchayat Union,Tenkasi District Under NABARD RIDF 2026-27 Pack No.20
2026_RDTN_657494_10
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
₹1.2 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 TO THE ADKONDARKULAM - DHARMATHOORANI ROAD KM 0/0 - 3/0 IN SANKARANKOVIL BLOCK in Tenkasi District. | - | - | - | - |
| 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 | 4,003.2 | sqm | 6.36 | ₹25,460.35 |
| 3 | 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 | 1,000.8 | Cum | 140.45 | ₹1,40,562.36 |
| 4 | 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 | - | - | - | - |
| 5 | Km : 0/0 - 1/0 | 225 | cum | 510.81 | ₹1,14,932.25 |
| 6 | Km : 1/0 - 2/0 | 225 | cum | 522.5 | ₹1,17,562.5 |
| 7 | Km : 2/0 - 3/0 | 225 | cum | 534.2 | ₹1,20,195 |
| 8 | 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. | 3,751.04 | Sqm | 23.36 | ₹87,624.29 |
| 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. | 1,125.32 | cum | 2,427.4 | ₹27,31,601.77 |
| 10 | Providing and applying Prime Coat with Bitumen Emulsion (SS-1) using Emulsion distributor at the rate of 0.70 kg per sqm on the prepared Granular surface (Wet Mix Moisture/ Wet Mix Macadam layer) treated with Primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. (ii) | 11,253.13 | sqm | 87.02 | ₹9,79,247.37 |
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