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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAccepted-AOC | ₹1.7 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.8 Cr+₹5.4 L (3.14%)Rejected-AOC | ₹1.8 Cr+₹5.4 L (3.14%) | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | P.K.T.Constructions L1 | SAIRAM CONSTRUCTIONS L2 |
|---|---|---|---|---|---|
| 1.01Strengthening the road from Thuruvai Road Km 0/0 - 2/980 | |||||
| 1.02 | Clearing the scrub jungles including all labour charges for burning or burrying etc complete. | 3,908.39 | Sq.m | 5.2 ₹20,323.63 Lowest | 15 ₹58,625.85 |
| 1.03 | Picking 5 cm to 10 cm old BT surface and sectioning - 1 sq.m | 3,701.13 | Sq.m | 23 ₹85,125.99 Lowest | 45 ₹1,66,550.85 |
| 1.04 | Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20A including cost of all labour materials, tools, equipments and all incidental charges and sheeting, shoring | 1,598.89 | Cu.m | 140.35 ₹2,24,404.21 Lowest | 350 ₹5,59,611.5 |
| 1.05Laying US GRAVEL including cost and conveyance and stacking at site to departmental gauge for taking pre measurements by departmental officers and including labour charges for spreading the gravel as per standard specification etc. complete. | |||||
| 1.06 | KM 0/0-1/0 | 179.48 | Cu.m | 611.53 ₹1,09,757.4 Lowest | 611.53 ₹1,09,757.4 Lowest |
| 1.07 | KM1/0-2/0 | 179.03 | Cu.m | 621.59 ₹1,11,283.26 Lowest | 621.59 ₹1,11,283.26 Lowest |
| 1.08 | KM2/0-3/0 | 174.46 | Cu.m | 631.64 ₹1,10,195.91 Lowest | 631.64 ₹1,10,195.91 Lowest |
| 1.09Providing 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. | |||||
| 1.10 | KM 0/0-2/980 | 1,676.25 | Cu.m | 2,532.99 ₹42,45,924.49 Lowest | 2,532.99 ₹42,45,924.49 Lowest |
Tender Value
₹1.9 Cr
EMD Value
₹1.9 L
Closing Date
20 Feb 2026, 3:00 pmClosed
The Additional Collector
DRDA, VILUPPURAM
TNVPM/NABARD/26-27/21
2026_RDTN_656513_27
TNVPM/NABARD/26-27
Open Tender
Civil Works
Works
180 days
Viluppuram District
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹1.9 L
Yes
16 Mar 2026
14 Feb 2026
20 Feb 2026
14 Feb 2026
20 Feb 2026
14 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1.01 | Strengthening the road from Thuruvai Road Km 0/0 - 2/980 | - | - | - | - |
| 1.02 | Clearing the scrub jungles including all labour charges for burning or burrying etc complete. | 3,908.39 | Sq.m | 6.36 | ₹24,857.36 |
| 1.03 | Picking 5 cm to 10 cm old BT surface and sectioning - 1 sq.m | 3,701.13 | Sq.m | 23.36 | ₹86,458.4 |
| 1.04 | Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20A including cost of all labour materials, tools, equipments and all incidental charges and sheeting, shoring | 1,598.89 | Cu.m | 140.35 | ₹2,24,404.21 |
| 1.05 | Laying US GRAVEL including cost and conveyance and stacking at site to departmental gauge for taking pre measurements by departmental officers and including labour charges for spreading the gravel as per standard specification etc. complete. | - | - | - | - |
| 1.06 | KM 0/0-1/0 | 179.48 | Cu.m | 611.53 | ₹1,09,757.4 |
| 1.07 | KM1/0-2/0 | 179.03 | Cu.m | 621.59 | ₹1,11,283.26 |
| 1.08 | KM2/0-3/0 | 174.46 | Cu.m | 631.64 | ₹1,10,195.91 |
| 1.09 | 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. | - | - | - | - |
| 1.1 | KM 0/0-2/980 | 1,676.25 | Cu.m | 2,532.99 | ₹42,45,924.49 |
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