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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹80.1 LAccepted-AOC | ₹80.1 L | L1 | Accepted-AOC L1 |
| 2 | L2₹80.2 L+₹16,301.15 (0.20%)Rejected-AOC NO 143 1 ARTHI NAGAR 2ND STREET NARASOTHIPETTAI KURANGUSAVADI SELAM 636 304 | SALEM | TAMIL NADU | 636304 | ₹80.2 L+₹16,301.15 (0.20%) | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | ARIVAZHAGAN VARATHAN L1 | SRI VARI CONSTRUCTIONS L2 |
|---|---|---|---|---|---|
| 1.00Strengthening and Five Year Maintenance of the Road fromKM 23/0 of NH 47 to Gudalur nadar street KM 0/0-1/52 H/O Gudalur Panchayat | |||||
| 2.00 | Clearing the Scrub jungle by uprooting including all cutting charges and disposing of the products and clearing as directed by the departmental officers including all incidental charges etc., complete. | 1,641.6 | Sqm | 6.3 ₹10,342.08 Lowest | 7 ₹11,491.2 |
| 3.00 | Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq m | 1,920.5 | Sqm | 23.3 ₹44,747.65 Lowest | 24 ₹46,092 |
| 4.00Providing and laying gravel to 100mm compaceted thick 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 | |||||
| 5.00 | KM 0/0-1/0 | 87 | Cum | 340 ₹29,580 Lowest | 341 ₹29,667 |
| 6.00 | KM 1/0-1/52 | 46.8 | Cum | 340 ₹15,912 Lowest | 341 ₹15,958.8 |
| 7.00Providing 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. | |||||
| 8.00 | KM 0/0-1/0 | 283.5 | Cum | 2,760 ₹7,82,460 Lowest | 2,761 ₹7,82,743.5 |
| 9.00 | KM 1/0-1/52 | 148.62 | Cum | 2,760 ₹4,10,191.2 Lowest | 2,761 ₹4,10,339.82 |
| 10.00Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it. | |||||
Tender Value
₹82.1 L
EMD Value
₹83,000
Closing Date
20 Feb 2026, 3:00 pmClosed
Joint Director/Project Director
DRDA,Salem
Salem District - Magudanchavadi Block - Strengthening and Five Year Maintenance of the Road from KM 23/0 of NH 47 to Gudalur nadar street KM 0/0-1/520 - Gudalur Panchayat in NABARD - RIDF- 2026-2027 Package No.22
2026_RDTN_656804_8
Roc.No.875/2026/A3
Open Tender
Civil Works - Roads
Item Wise
180 days
DRDA
As per tender document
3 documents required · 3 mandatory
₹0
₹83,000
DRDA,Salem
29 May 2026
14 Feb 2026
20 Feb 2026
14 Feb 2026
20 Feb 2026
14 Feb 2026
16 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Strengthening and Five Year Maintenance of the Road fromKM 23/0 of NH 47 to Gudalur nadar street KM 0/0-1/52 H/O Gudalur Panchayat | - | - | - | - |
| 2 | Clearing the Scrub jungle by uprooting including all cutting charges and disposing of the products and clearing as directed by the departmental officers including all incidental charges etc., complete. | 1,641.6 | Sqm | - | - |
| 3 | Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq m | 1,920.5 | Sqm | - | - |
| 4 | Providing and laying gravel to 100mm compaceted thick 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 | - | - | - | - |
| 5 | KM 0/0-1/0 | 87 | Cum | - | - |
| 6 | KM 1/0-1/52 | 46.8 | Cum | - | - |
| 7 | 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. | - | - | - | - |
| 8 | KM 0/0-1/0 | 283.5 | Cum | - | - |
| 9 | KM 1/0-1/52 | 148.62 | Cum | - | - |
| 10 | Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it. | - | - | - | - |
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