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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.6 CrAccepted-AOC KARUR | ₹2.6 Cr | L1 | Accepted-AOC Approved |
| 2 | L2₹2.6 Cr+₹3.3 L (1.28%)Rejected-Finance 54 PON NAGAR ARAVAKURICHI KARUR | ARAVAKURICHI | KARUR | TAMIL NADU | ₹2.6 Cr+₹3.3 L (1.28%) | L2 | Rejected-Finance Above |
| Sl No | Description | Qty | Unit | SELVAKUMAR CONSTRUCTIONS L2 | saidevelopers L1 |
|---|---|---|---|---|---|
| 1.00 | Advance Patch works for making up the Undulation in the Existing B. T Surface to all average Thickness of 50mm to 40mm IRC mm HBG Metal Premixed with the 44 kg of 80/100 Bitumen per cum of Metal including cost and conveyance of all materials to site stacking there to departmental metric gause for Pre- Measurement as directed by the departmental officer and including cost and conveyance of bitumen which will be supplied and procured by the Contractor wise self at his own cost including handling charge for the same at both ends, heating the bitumen premixing layer temping including all labour charges for patch work and line charge for Runing and fuel charges for all loads and plants completed. and all other incedental charges etc., complete as per standard specification using CMP Clause 507 of MORTH Rev-5 | 15 | m3 | 4,429 ₹66,435 | 4,328 ₹64,920 Lowest |
| 2.00 | 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 | 29,764 | m2 | 29 ₹8,63,156 | 27 ₹8,03,628 Lowest |
| 3.00 | Providing and Laying 50mm Consolidated thick Dense Bituminous Mecadam using 0.24 cum of 26.50 – 13.20 mm Graded metal and 0.25 cum of 13.20 – 2.36 mm Grade metal and 0.23 cum of 2.36 mm & below with 53.20 kgs of 60/70 Grade Bulk bitumen for premixing per 10 Sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregates 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 50 mm with mechanical pavers to the specified grades and cross sections and compaction by Vibratory/Pneumatic rollers to the required density etc., including labour for loading bitumen into bitumen tank and Metal to feeder unit, labour for attending to paver site etc., including hire charges and fuel charges for 20 – 30 ton CMP With bitumen boiler tipper,trucks, paver Finisher/9M, Vibrator rollers and all other tools and plants required,including all other incidental charges etc., complete as per standard specification using CMP Clause 505 of MORTH Rev-5 | 1,337 | m3 | 10,975 ₹1,46,73,575 | 10,815 ₹1,44,59,655 Lowest |
| 4.00 | Providing and Laying Bituminous Concrete 30mm Consolidated 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 mm & below with 45.27 kgs of 60/70 Grade Bulk bitumen and 5.03 kg of shredded Plastic waste for premixing per 10 Sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregates 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 40 mm with mechanical pavers to the specified grades and cross sections and compaction by Vibratory/Pneumatic rollers to the required density etc., including labour for loading bitumen into bitumen tank and Metal to feeder unit, labour for attending to paver site etc., including hire charges and fuel charges for 20 – 30 ton CMP With bitumen boiler tipper,trucks, paver Finisher/9M, Vibrator rollers and all other tools and plants required,including all other incidental charges etc., complete as per standard specification using CMP Clause 507 of MORTH Rev-5. | 893 | m3 | 11,475 ₹1,02,47,175 | 11,424 ₹1,02,01,632 Lowest |
| 5.00 | Providing and Laying of U/S Gravel including cost and conveyence of the same to work site with an lead of 7Km including Stacking the same to Departmental gauge for Premeasurement including all labour charges for Laying, Spreading etc, Complete and directed by the Departmental Engineer for making up low berms complying with standard Specifications. | 447 | m3 | 352 ₹1,57,344 | 332 ₹1,48,404 Lowest |
Tender Value
₹3.1 Cr
EMD Value
₹3.1 L
Closing Date
14 Aug 2025, 3:00 pmClosed
Executive Officer
Pjcholapuram Town Panchayat
NSMT25-26Restoration of BT Road From PJ Cholapuram Four Road Malaiyalasamy Kovil Limit, Malaiyalasamy Kovil to Mahadanapuram Rural Limit, South Thottiyapatti Pirivu Road to Nadu Thottiyapatti Mariyamman Kovil, Lakshmanampatti Four Road to Udayakulam
2025_DTP_572485_5
145/2025
Open Tender
Civil Works
Works
180 days
Pjcholapuram Town Panchayat
Please refer the tender document
3 documents required · 3 mandatory
₹0
₹3.1 L
4 Sept 2025
12 Aug 2025
14 Aug 2025
12 Aug 2025
14 Aug 2025
12 Aug 2025
Amount
Advance Patch works for making up the Undulation in the Existing B. T Surface to all average Thickness of 50mm to 40mm IRC mm HBG Metal Premixed with the 44 kg of 80/100 Bitumen per cum of Metal including cost and conveyance of all materials to site stacking there to departmental metric gause for Pre- Measurement as directed by the departmental officer and including cost and conveyance of bitumen which will be supplied and procured by the Contractor wise self at his own cost including handling charge for the same at both ends, heating the bitumen premixing layer temping including all labour charges for patch work and line charge for Runing and fuel charges for all loads and plants completed. and all other incedental charges etc., complete as per standard specification using CMP Clause 507 of MORTH Rev-5
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 Mecadam using 0.24 cum of 26.50 – 13.20 mm Graded metal and 0.25 cum of 13.20 – 2.36 mm Grade metal and 0.23 cum of 2.36 mm & below with 53.20 kgs of 60/70 Grade Bulk bitumen for premixing per 10 Sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregates 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 50 mm with mechanical pavers to the specified grades and cross sections and compaction by Vibratory/Pneumatic rollers to the required density etc., including labour for loading bitumen into bitumen tank and Metal to feeder unit, labour for attending to paver site etc., including hire charges and fuel charges for 20 – 30 ton CMP With bitumen boiler tipper,trucks, paver Finisher/9M, Vibrator rollers and all other tools and plants required,including all other incidental charges etc., complete as per standard specification using CMP Clause 505 of MORTH Rev-5
Providing and Laying Bituminous Concrete 30mm Consolidated 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 mm & below with 45.27 kgs of 60/70 Grade Bulk bitumen and 5.03 kg of shredded Plastic waste for premixing per 10 Sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregates 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 40 mm with mechanical pavers to the specified grades and cross sections and compaction by Vibratory/Pneumatic rollers to the required density etc., including labour for loading bitumen into bitumen tank and Metal to feeder unit, labour for attending to paver site etc., including hire charges and fuel charges for 20 – 30 ton CMP With bitumen boiler tipper,trucks, paver Finisher/9M, Vibrator rollers and all other tools and plants required,including all other incidental charges etc., complete as per standard specification using CMP Clause 507 of MORTH Rev-5.
Providing and Laying of U/S Gravel including cost and conveyence of the same to work site with an lead of 7Km including Stacking the same to Departmental gauge for Premeasurement including all labour charges for Laying, Spreading etc, Complete and directed by the Departmental Engineer for making up low berms complying with standard Specifications.
SELVAKUMAR CONSTRUCTIONS (BID ID -1427574)
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