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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical 727 EAST KATTU KOTTAI NADUVALUR POST GANGAVALLI TK SALEM DT | 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 | Admitted-Fee/PreQual/Technical |
| 5 | Admitted-Fee/PreQual/Technical 7 35 NADUVEETHI NADUVALUR GANGAVALLI SALEM 636105 | SALEM | SALEM | TAMIL NADU | 636105 | Admitted-Fee/PreQual/Technical |
Tender Value
₹1.5 Cr
EMD Value
₹1.5 L
Closing Date
17 Sept 2026, 3:00 pmClosed
Additional Collector (Development)
DRDA,Salem
Salem District - Thalaivasal Block - Upgradation and Five Year Maintenance of the Road from Manivilundan Samiyar Kinaru to Peikattan Kovil NABARD - RIDF- 2026-2027 Package No.13
2026_RDTN_699207_3
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
₹1.5 L
DRDA,Salem
17 Sept 2026
29 Aug 2026
17 Sept 2026
29 Aug 2026
17 Sept 2026
29 Aug 2026
7 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Upgradation and Five Year Maintenance of the Road from Manivilundan Samiyar Kinaru to Paikatton kovil 0/0 - 1/960 H/O Manivilundan 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. | 2,634.25 | Sqm | - | - |
| 3 | Earth work excavation and depositing on bank within initial lead of 10m & initial lift of 2m in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS .20.B | 790.28 | 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 0/0-1/960 | 439.04 | Cum | - | - |
| 6 | Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity | - | - | - | - |
| 7 | KM 0/0-1/000 | 506.25 | Cum | - | - |
| 8 | KM 1/0-1/960 | 481.6 | Cum | - | - |
| 9 | 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. | - | - | - | - |
| 10 | KM 0/0-1/000 | 562.5 | Cum | - | - |
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