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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.2 CrAccepted-AOC | ₹2.2 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹2.2 CrRejected-Finance | ₹2.2 Cr | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | S.Sethudurai L1 | Vinothshankarlalredsainfrastructureprivateltd L2 |
|---|---|---|---|---|---|
| 1.00Strengthening & Block topping to the K.Navaneethakrishnapuram to Muthammalpuram Road Km 0/0-5/800 in Alangulam panchayat union(R-6). | |||||
| 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 | 7,830 | Sqm | 6.36 ₹49,798.8 Lowest | 6.42 ₹50,268.6 |
| 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. | 7,250 | Sqm | 23.36 ₹1,69,360 Lowest | 23.59 ₹1,71,027.5 |
| 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 | 1,980 | Cum | 140.45 ₹2,78,091 Lowest | 141.85 ₹2,80,863 |
| 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 | 225 | Cum | 569.27 ₹1,28,085.75 Lowest | 574.96 ₹1,29,366 |
| 7.00 | Km 1/0-2/0 | 225 | Cum | 580.97 ₹1,30,718.25 Lowest | 586.78 ₹1,32,025.5 |
| 8.00 | Km 2/0-3/0 | 225 | Cum | 591.02 ₹1,32,979.5 Lowest | 596.93 ₹1,34,309.25 |
| 9.00 | Km 3/0-4/0 | 225 | Cum | 601.08 ₹1,35,243 Lowest | 607.09 ₹1,36,595.25 |
| 10.00 | Km 4/0-5/0 | 225 | Cum | 611.14 ₹1,37,506.5 Lowest | 617.25 ₹1,38,881.25 |
Tender Value
₹2.3 Cr
EMD Value
₹2.3 L
Closing Date
23 Feb 2026, 3:00 pmClosed
The Project Director
DRDA,Tenkasi
Strengthening of K.Navaneethakrishnapuram to Muthammalpuram Road km 0/0 - 5/800 Alangulam Panchayat Union,Tenkasi District Under NABARD RIDF 2026-27 Pack No.01
2026_RDTN_657494_12
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
₹2.3 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 & Block topping to the K.Navaneethakrishnapuram to Muthammalpuram Road Km 0/0-5/800 in Alangulam panchayat union(R-6). | - | - | - | - |
| 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 | 7,830 | Sqm | 6.36 | ₹49,798.8 |
| 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. | 7,250 | Sqm | 23.36 | ₹1,69,360 |
| 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 | 1,980 | Cum | 140.45 | ₹2,78,091 |
| 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 | 225 | Cum | 569.27 | ₹1,28,085.75 |
| 7 | Km 1/0-2/0 | 225 | Cum | 580.97 | ₹1,30,718.25 |
| 8 | Km 2/0-3/0 | 225 | Cum | 591.02 | ₹1,32,979.5 |
| 9 | Km 3/0-4/0 | 225 | Cum | 601.08 | ₹1,35,243 |
| 10 | Km 4/0-5/0 | 225 | Cum | 611.14 | ₹1,37,506.5 |
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