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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹75.1 LAccepted-AOC | L1 | Accepted-AOC LER | |
| 2 | L2₹77.2 L+₹2.0 L (2.70%)Rejected-Finance 95 PAVALI ROAD VIRUDHUNAGAR 626 001 | VIRUDHUNAGAR | TAMIL NADU | 626001 | L2 | Rejected-Finance AER |
| Sl No | Description | Qty | Unit | GMARIAPPANANDCO L2 | THIRUSENTHILANDAVAR CONSTRUCTION PRIVATE LIMITED L1 |
|---|---|---|---|---|---|
| 1.00Part-1:-strengthening of road from sattur-Kalugumalai road to perapatti(via) Ramalingapuram road Km 0/0-1/4(R-35) | |||||
| 1.01Part-A : Construction | |||||
| 1.02 | Picking Existing old Bt surface upto 50 to 100cm thick include all cost and conveyance of materials etc,complete | 1,650 | Sq.m. | 23 ₹37,950 Lowest | 23 ₹37,950 Lowest |
| 1.03Providing 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 | |||||
| 1.04 | Km 0/0 - 1/0 | 210 | Cu.m. | 700 ₹1,47,000 | 681 ₹1,43,010 Lowest |
| 1.05 | Km 1/0 - 1/4 | 67.2 | Cu.m. | 700 ₹47,040 | 681 ₹45,763.2 Lowest |
| 1.06 | 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 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. | 622.03 | Cu.m. | 2,500 ₹15,55,075 | 2,375 ₹14,77,321.25 Lowest |
| 1.07 | Providing and laying of Prime coat using 7 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., | 4,976.25 | Sq.m. | 88 ₹4,37,910 | 86 ₹4,27,957.5 Lowest |
| 1.08 | 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., | 4,976.25 | Sq.m. | 20 ₹99,525 Lowest | 20 ₹99,525 Lowest |
| 1.09 | Bituminous macadam 50 mm thick using ISS HBG metal of size 26.5 to 2.36mm with 37 kgs of VG30 bitumen for 10 sq.m. including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in Central Hot Mix Plant 20-30T capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 20mm with mechanical paver to the specified grades and cross section and consolidated by 8-10T vibratory/pneumatic roller to the required density etc., including labour for attending to paver to site, hire & fuel charges for 20-30T CMP with bitumen boiler, tipper trucks, paver finisher, vibratory/pneumatic roller and all other tools and plants required, including fuel and other incidental charges etc., complete | 248.82 | Cu.m. | 9,100 ₹22,64,262 | 8,868 ₹22,06,535.76 Lowest |
Tender Value
Refer Docs
EMD Value
₹80,000
Closing Date
20 Feb 2026, 3:00 pmClosed
Project Director, DRDA, Virudhunagar
DRDA, Collectorate Virudhunagar
Package no.4 Strengthening of road in Sivakasi Block of Virudhunagar District under NABARD-RIDF-2026-27
2026_RDTN_657734_10
DIPR.1029/Tender/2026
Open Tender
Civil Works - Roads
Item Rate
180 days
Sivakasi Block
Refer tender document. Two cover system.
5 documents required · 5 mandatory
₹0
₹80,000
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 | Part-1:-strengthening of road from sattur-Kalugumalai road to perapatti(via) Ramalingapuram road Km 0/0-1/4(R-35) | - | - | - | - |
| - | Part-A : Construction | - | - | - | - |
| - | Picking Existing old Bt surface upto 50 to 100cm thick include all cost and conveyance of materials etc,complete | 1,650 | Sq.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 | 210 | Cu.m. | - | - |
| - | Km 1/0 - 1/4 | 67.2 | Cu.m. | - | - |
| - | 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 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. | 622.03 | Cu.m. | - | - |
| - | Providing and laying of Prime coat using 7 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., | 4,976.25 | 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., | 4,976.25 | Sq.m. | - | - |
| - | Bituminous macadam 50 mm thick using ISS HBG metal of size 26.5 to 2.36mm with 37 kgs of VG30 bitumen for 10 sq.m. including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in Central Hot Mix Plant 20-30T capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 20mm with mechanical paver to the specified grades and cross section and consolidated by 8-10T vibratory/pneumatic roller to the required density etc., including labour for attending to paver to site, hire & fuel charges for 20-30T CMP with bitumen boiler, tipper trucks, paver finisher, vibratory/pneumatic roller and all other tools and plants required, including fuel and other incidental charges etc., complete | 248.82 | Cu.m. | - | - |
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