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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹16.7 LAccepted-AOC | ₹16.7 L | 1 | Accepted-AOC Qualified |
| 2 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | N M Sekar L1 |
|---|---|---|---|---|
| 1.00 | Providing and laying Tack Coat over existing B.T Surface using 2.00 Kg of Bitumen Emulsion (RS1) per 10 sqm for prparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 503 of MORTH Rev-5=J123'Abstract (3)'!E13 | 1,480 | m2 | 62,596.8 ₹62,596.80 |
| 2.00 | Providing and laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50-13.20mm, 0.25 cum of 13.20-2.36mm and 0.23 cum of 2.36mm & below and with 53.20Kgs of VG30/VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing the min. required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to worksite, spreading the mix to uniform thickness of 50mm with paver to the specified grades and cross sections and compacted by Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver at site etc., including hire charges and fuel charges for 20- 30t CMP with bitumen boiler, tipper trucks, Paver Finisher /9m paver finisher, Vibratory / Pneumatic rollers and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH Rev-5 | 74 | m3 | 2,63,120.4 ₹2.6 L |
| 3.00 | Providing and laying Bituminous Concrete to 30 mm thick using 0.13 cum of 19.00-9.50mm, 0.17 cum of 9.50-.36mm and 0.26 cum of 2.36 and below with 45.27 kgs of VG30/ 60/70 bitumen 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 30mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory / Pneumatic Roller 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 ith bitumen boiler, tipper trucks, Paver Finisher / 9m paver finisher, Vibratory /Pneumatic 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 | 44.4 | m3 | 4,38,372 ₹4.4 L |
| 4.00 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads at 250gms per sqm area, thickness 2.5mm exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes. | 74 | m2 | 8,39,244.24 ₹8.4 L |
Tender Value
₹20 L
EMD Value
₹20,000
Closing Date
21 Jul 2025, 3:00 pmClosed
EXECUTIVE OFFICER
EDAIKAZHINADU TOWN PANCNAYAT
Construction of Strom water Drain with Culvert at Ward No.18 Vembanur Poondiyamman Koil Salai to Mettu colony Salai varai
2025_DTP_582344_1
198/2024
Open Tender
Civil Works
EDAIKAZHINADU TOWN PANCHAYAT
as per tender document
3 documents required · 3 mandatory
₹0
₹20,000
14 Feb 2026
16 Jul 2025
22 Jul 2025
16 Jul 2025
21 Jul 2025
16 Jul 2025
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