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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹60.8 LAccepted-AOC CONTRACTOR PARAMATHI NAMAKAKAL | 1 | Accepted-AOC L1 | |
| 2 | 2₹61.2 L+₹44,762.50 (0.74%)Rejected-AOC P MANNARPALAYAM SALEM | SALEM | SALEM | TAMIL NADU | 2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | msrandco L2 | MSV Construction L1 |
|---|---|---|---|---|---|
| 1.00Maniyanur - Peechapalayam Road (R-106) Km0/0-2/200 | |||||
| 2.00Clearing Scrub jungles including and removing from site, disposal by burying or burning etc., complete as directed by the departmental officers. | |||||
| 3.00 | Km 0/000-2/110 | 1,266 | Sqm | 25 ₹31,650 | 5 ₹6,330 Lowest |
| 4.00Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20A | |||||
| 5.00 | Km 0/000-2/110 | 1,044.45 | Cum | 150 ₹1,56,667.5 | 140.45 ₹1,46,693 Lowest |
| 6.00Picking BT Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4 | |||||
| 7.00 | Km 0/000-2/110 | 1,000 | Sqm | 26 ₹26,000 | 23.36 ₹23,360 Lowest |
| 8.00Collection and supply of gravel from average lead of 1km including cost and conveyance to site and stacking to departmental gauge for premeasurement . | |||||
| 9.00 | Km 0/000-2/110 | 533.25 | Cum | 341.13 ₹1,81,907.57 Lowest | 341.13 ₹1,81,907.57 Lowest |
| 10.00Providing 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. | |||||
Tender Value
Refer Docs
EMD Value
₹62,000
Closing Date
20 Feb 2026, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
The Project Director
The Project Director
Improvements to the Road fromManiyanur - Peechapalayam Road (R-106) Km0/0-2/200R -106 at Paramathy Block in Namakkal District under Nabard RIDF 2026-27 With five year Maintenance Pkg.No18/NKL/Nabard/2026-27
2026_RDTN_657193_18
DIPR/981/Tender/2026
Open Tender
Civil Works - Roads
Item Rate
180 days
Paramathy
Required Documents as Per Schedule
4 documents required · 4 mandatory
₹0
₹62,000
DRDA Namakkal
3 Mar 2026
14 Feb 2026
20 Feb 2026
14 Feb 2026
20 Feb 2026
15 Feb 2026
17 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Maniyanur - Peechapalayam Road (R-106) Km0/0-2/200 | - | - | - | - |
| - | Clearing Scrub jungles including and removing from site, disposal by burying or burning etc., complete as directed by the departmental officers. | - | - | - | - |
| - | Km 0/000-2/110 | 1,266 | Sqm | - | - |
| - | Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20A | - | - | - | - |
| - | Km 0/000-2/110 | 1,044.45 | Cum | - | - |
| - | Picking BT Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4 | - | - | - | - |
| - | Km 0/000-2/110 | 1,000 | Sqm | - | - |
| - | Collection and supply of gravel from average lead of 1km including cost and conveyance to site and stacking to departmental gauge for premeasurement . | - | - | - | - |
| - | Km 0/000-2/110 | 533.25 | Cum | - | - |
| - | 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. | - | - | - | - |
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