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Tender ID
| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical NO 216 THONDAIMANVIDUTHI PUDUKKOTTAI | PUDUKKOTTAI | TAMIL NADU | 613301 | Admitted-Fee/PreQual/Technical |
| 2 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 3 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 4 | Admitted-Fee/PreQual/Technical NO 350 VADAKKUTHERU KUPPAYAMPATTI ATHANAKKOTTAI POST PUDUKKOTTAI DISTRICT | Admitted-Fee/PreQual/Technical |
| 5 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
Tender Value
₹75.3 L
EMD Value
₹76,000
Closing Date
27 Feb 2026, 3:00 pmClosed
Joint Director/Project Director
DRDA Pudukkottai
Package No. 28 - Strengthening of the road from Pattathikkadu - Kottaikkadu road km 0/0- 1/6 in Mullankurichi Panchayat, Karambakkudi Panchayat Union in Pudukkottai District under NABARD RIDF - 2026-27
2026_RDTN_657253_1
PDK/NABARD/26-27KKUDI/28
Open Tender
Civil Works - Roads
Item Rate
180 days
Karambakudi
Pl refer tender documents
4 documents required · 4 mandatory
₹0
₹76,000
DRDA Pudukkottai
2 Jun 2026
13 Feb 2026
27 Feb 2026
13 Feb 2026
27 Feb 2026
13 Feb 2026
17 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1.1 | Strengthening of the road from Pattathikkadu - Kottaikkadu road km 0/0- 1/6 in Mullankurichi Panchayat | - | - | - | - |
| 1.2 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | - | Cum | - | - |
| 1.3 | Scarifying Existing Wornout BT Surface to a Depth of 150 mm by Mechanical Means Scarifying existing granular surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. | - | Sqm | - | - |
| 1.4 | 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. | - | - | - | - |
| 1.5 | Km 0/0 - 1/0 | 1 | Cum | - | - |
| 1.6 | Km 1/0 - 1/600 | 1 | Cum | - | - |
| 1.7 | 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. | - | - | - | - |
| 1.8 | Km 0/0 - 1/0 | - | Sqm | - | - |
| 1.9 | Km 1/0 - 1/600 | - | Sqm | - | - |
| 2Providing and laying Tack coat over WMM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1 for 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete. | |||||
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BOQ_788216.xls
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28_KARAMBAKUDI_TENDERDOCUMENT.pdf
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9Date_corrigendum_II_NABARD2026-27.pdf
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