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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | I₹90.1 LAccepted-AOC | ₹90.1 L Quoted ₹88.7 L | I | Accepted-AOC qulified |
| 2 | Not Admitted-Fee/PreQual/Technical NO ADDRESS FOUND | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | M/S.DEEPAM CONSTRUCTIONS 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 | 10,907.3 | M2 | 24.16 ₹2.6 L |
| 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 | 545.37 | M3 | 9,807.37 ₹53.5 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 50.30 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 | 327.22 | M3 | 10,371.62 ₹33.9 L |
Tender Value
₹1.1 Cr
EMD Value
₹1.1 L
Closing Date
22 Feb 2024, 3:00 pmClosed
EXECUTIVE OFFICER
EDAIKAZHIANDU TOWN PANCHAYAT
Restoration of B.T.Road at Ward No. 07 Vilambur Old Post Office Road Ward No.07 Vilambur ECR to school salai and kasipattai Cross Street,,Ward no.17 Nallur RR to Mayana Salai Ward No.17 Nallur Karumbakkam SalaitoRR Salai to Mariyamman Koil Joit Roa
2024_DTP_426202_1
59/2023
Open Tender
Civil Works
180 days
EDAIKAZHINADU TOWN PANCHAYAT
As per Tender document
3 documents required · 3 mandatory
₹0
₹1.1 L
Yes
13 Dec 2025
16 Feb 2024
23 Feb 2024
16 Feb 2024
22 Feb 2024
16 Feb 2024
Amount
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
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
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 50.30 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
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