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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 2 | Admitted-Fee/PreQual/Technical 101 1 KASI PADAYACHI STREET AYYAGOUNDER ROAD VALAPADY TK SALEM DT | TIRUCHIRAPPALLI | TAMIL NADU | 621011 | Admitted-Fee/PreQual/Technical |
| 3 | Admitted-Fee/PreQual/Technical 9 305 NACHIPUDUR KALAPPANAICKENPATTI SENDAMANGALAM NAMAKKAL 637 404 | NAMAKKAL | TAMIL NADU | 637404 | Admitted-Fee/PreQual/Technical |
| 4 | Admitted-Fee/PreQual/Technical 65 1 R G ILLAM JAYAM NAGAR NEAR ATC DIPPO VALAPADY POST SALEM DISTRICT 636 115 | SALEM | TAMIL NADU | 636115 | Admitted-Fee/PreQual/Technical |
| 5 | Admitted-Fee/PreQual/Technical KARAVALLI NADUCOMBAI PO NAMAKKAL 637404 | NAMAKKAL | TAMIL NADU | 637404 | Admitted-Fee/PreQual/Technical |
Tender Value
₹2.2 Cr
EMD Value
₹2.2 L
Closing Date
17 Sept 2026, 3:00 pmClosed
Additional Collector (Development)
DRDA,Salem
Salem District - P.N.Palayam Block - Strengthening and Five Year Maintenance of the Road from Thumbal Karmandurai Road To Keerakadai in NABARD - RIDF- 2026-2027 Package No.07
2026_RDTN_699207_1
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
₹2.2 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 | Strengthening and Five Year Maintenance of the Road from Thumbal Karmandurai Road To Keerakadai | - | - | - | - |
| 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. | 3,392.16 | Sqm | - | - |
| 3 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 3,384.78 | Cum | - | - |
| 4 | Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for spreading and compaction with power roller etc.complete, for SHOULDERS | 957.12 | Cum | - | - |
| 5 | 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 index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) . | 284.37 | Cum | - | - |
| 6 | Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) 150 mm thick, 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 Soil Compactor to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as pwe clause 406 of MORTH Rev-5 | 864.29 | Cum | - | - |
| 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. | 5,761.87 | Sqm | - | - |
| 8 | Providing 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., | 5,783.63 | Sqm | - | - |
| 9 | BC 25/30/40mm Thick (Grade-II) Using VG30 Bitumen and Plastic Waste Providing and laying Bituminous Concrete to 25/30/40mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 47.28kgs of VG30 bitumen and 3.02Kgs of Waste Plastic for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5 | 144.58 | Cum | - | - |
| 10 | Road Making with Hot Applied Thermoplastic Compound with reflectorising glass beads on Bitumiouns Surface. Providing and laying of hot Road Makring with Hot Applied Thermoplastic compound with reflectorising glass beads @ 250 GMS per sqm area, thickness of 2.50mm is exclusive of surface applied glass beads as per IRC:35, The Finished surface to be level uniform and free from Streaks and holes etc., Compllete as per MORTH & H Specification No.803 Km 0/0-1/550 | 305.6 | Sqm | - | - |
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