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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.6 CrAccepted-AOC 41 21 A KMC TOWERS C2 C2 SCHEME ROAD THENI 625531 | THENI | TAMIL NADU | 625531 | ₹4.6 Cr | L1 | Accepted-AOC LER |
| 2 | L2₹4.8 Cr+₹17.5 L (3.78%)Rejected-Finance 17 NETHAJI ROAD MADURAI 625001 | MADURAI | TAMIL NADU | 625001 | ₹4.8 Cr+₹17.5 L (3.78%) | L2 | Rejected-Finance AER |
| Sl No | Description | Qty | Unit | KMC Associates, Theni L1 | SHRI PRAKASH INFRA L2 |
|---|---|---|---|---|---|
| 1.00Road-1:- Nenmeni- Vannimadai Road To Mudithalai road | |||||
| 1.01Part-A - Construction | |||||
| 1.02 | 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). | 1,311.26 | Sq.m. | 6 ₹7,867.56 Lowest | 10 ₹13,112.6 |
| 1.03 | Earth work excavation and depositing on back 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. | 655.64 | Cu.m. | 140 ₹91,789.6 Lowest | 150 ₹98,346 |
| 1.04Providing and laying including cost and 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 at Optimum moisture content and hire fuel charges for powerroller, watersprinkler and all other incidental charges such as traffic barricading and providing dangerlights etc. comp | |||||
| 1.05 | Km 0/0-1/0 | 119.47 | Cu.m. | 590 ₹70,487.3 Lowest | 600 ₹71,682 |
| 1.06 | Km1/0 - 2/0 | 119.47 | Cu.m. | 600 ₹71,682 Lowest | 610 ₹72,876.7 |
| 1.07 | Km 2/0 - 2/083 | 12 | Cu.m. | 600 ₹7,200 Lowest | 610 ₹7,320 |
| 1.08 | Providing and laying of Prime coat using 3 Kg of Bituminous Emulsion-SS-1 for 10 sqm over the WMM surface preparatory to another bituminous construction over it including, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., | 7,860.75 | Sq.m. | 34 ₹2,67,265.5 Lowest | 40 ₹3,14,430 |
| 1.09 | Providing and laying Tack coat over WMM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1 for 10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., | 7,893.75 | Sq.m. | 20 ₹1,57,875 Lowest | 25 ₹1,97,343.75 |
Tender Value
Refer Docs
EMD Value
₹4.9 L
Closing Date
20 Feb 2026, 3:00 pmClosed
Project Director, DRDA, Virudhunagar
DRDA, Collectorate Virudhunagar
Strengthening of Road - 3 Nos. at Sattur Block and Strengthening of Mookkarnatham -Thenkarai ( via) Nainapuram road Km 0/0-3/0 at Rajapalayam Block of Virudhunagar District under NABARD-RIDF-2026-27 in Package no.8
2026_RDTN_657402_4
DIPR.1029/Tender/2026
Open Tender
Civil Works - Roads
Item Rate
180 days
Sattur Block and Rajapalayam Block
Two cover system. Refer tender document
5 documents required · 5 mandatory
₹0
₹4.9 L
12 Mar 2026
15 Feb 2026
20 Feb 2026
15 Feb 2026
20 Feb 2026
18 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Road-1:- Nenmeni- Vannimadai Road To Mudithalai road | - | - | - | - |
| - | Part-A - Construction | - | - | - | - |
| - | 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). | 1,311.26 | Sq.m. | - | - |
| - | Earth work excavation and depositing on back 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. | 655.64 | Cu.m. | - | - |
| - | Providing and laying including cost and 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 at Optimum moisture content and hire fuel charges for powerroller, watersprinkler and all other incidental charges such as traffic barricading and providing dangerlights etc. comp | - | - | - | - |
| - | Km 0/0-1/0 | 119.47 | Cu.m. | - | - |
| - | Km1/0 - 2/0 | 119.47 | Cu.m. | - | - |
| - | Km 2/0 - 2/083 | 12 | Cu.m. | - | - |
| - | Providing and laying of Prime coat using 3 Kg of Bituminous Emulsion-SS-1 for 10 sqm over the WMM surface preparatory to another bituminous construction over it including, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., | 7,860.75 | Sq.m. | - | - |
| - | Providing and laying Tack coat over WMM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1 for 10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., | 7,893.75 | Sq.m. | - | - |
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