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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.9 CrAccepted-AOC 54 PON NAGAR ARAVAKURICHI KARUR | ARAVAKURICHI | KARUR | TAMIL NADU | ₹2.9 Cr | L1 | Accepted-AOC Accept |
| 2 | L2₹2.9 Cr+₹5.6 L (1.95%)Rejected-Finance | ₹2.9 Cr+₹5.6 L (1.95%) | L2 | Rejected-Finance Reject |
| Sl No | Description | Qty | Unit | Bharathi Construction L2 | SELVAKUMAR CONSTRUCTIONS L1 |
|---|---|---|---|---|---|
| 1.00 | Earthwork Excavation in all soils and sub soils except hard rock requiring blasting with initial lead and lift for cutting the Existing Road Surface directed by departmental officers etc., complete as per standard specification. as per SS 20 A TNDSS NO: 23&24VI (S2), VII 9,10 | 4,090 | M³ | 135 ₹5,52,150 | 124 ₹5,07,160 Lowest |
| 2.00 | Construction of Granular Sub-base by providing close graded material,mixing in a machanical plant at OMC,carriage of mixed material to work site,spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to acheive the desired density,Complete as per clause 401. | 2,667 | M² | 2,352 ₹62,72,784 | 2,253 ₹60,08,751 Lowest |
| 3.00 | Providing and Laying, Spreading and compacting graded stone aggregates to Wet Mix Macadam specification including premixing the materials with waterat OMC in mechnanical mix plant carriage of mixed material by tipper to site laying inuniform layers with paver sin Sub Base/Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5 | 1,778 | M³ | 2,580 ₹45,87,240 | 2,521 ₹44,82,338 Lowest |
| 4.00 | Providing and Laying Prime Coat over WMM surface using 7Kg of Emulsion Bitumen (SS1) per 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., complete as per Clause 502 of MORTH Rev-5 | 17,780 | M² | 83 ₹14,75,740 | 82 ₹14,57,960 Lowest |
| 5.00 | Providing and Laying Tack Coat over WMM surface (treated with primer) using 2.50Kg of Bitumen Emulsion (RS1) per 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., complete as per Clause 503 of MORTH Rev-5 | 17,780 | M³ | 20 ₹3,55,600 | 19 ₹3,37,820 Lowest |
| 6.00 | 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 | 889 | M³ | 10,900 ₹96,90,100 | 10,805 ₹96,05,645 Lowest |
| 7.00 | 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. | 534 | M | 11,450 ₹61,14,300 | 11,412 ₹60,94,008 Lowest |
| 8.00 | 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. | 258 | NO | 345 ₹89,010 | 334 ₹86,172 Lowest |
Tender Value
₹3.5 Cr
EMD Value
₹3.5 L
Closing Date
14 Aug 2025, 3:00 pmClosed
Executive Officer
Aravakurichi Town Panchayat
Providing BT Road at Angu Nagar E/W Road, Angu Nagar S/N Road, Muthu Nagar E/W Road,Muthu Nagar E/ W Road, Anbu Nagar E/W Road
2025_DTP_590932_1
160/2025
Open Tender
Civil Works
Works
180 days
SPECIAL FUND 2025-2026
Refer to the Tender document
3 documents required · 3 mandatory
₹0
₹3.5 L
18 Aug 2025
9 Aug 2025
14 Aug 2025
9 Aug 2025
14 Aug 2025
9 Aug 2025
9 Aug 2025 - 14 Aug 2025
Amount
Earthwork Excavation in all soils and sub soils except hard rock requiring blasting with initial lead and lift for cutting the Existing Road Surface directed by departmental officers etc., complete as per standard specification. as per SS 20 A TNDSS NO: 23&24VI (S2), VII 9,10
Construction of Granular Sub-base by providing close graded material,mixing in a machanical plant at OMC,carriage of mixed material to work site,spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to acheive the desired density,Complete as per clause 401.
Providing and Laying, Spreading and compacting graded stone aggregates to Wet Mix Macadam specification including premixing the materials with waterat OMC in mechnanical mix plant carriage of mixed material by tipper to site laying inuniform layers with paver sin Sub Base/Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5
Providing and Laying Prime Coat over WMM surface using 7Kg of Emulsion Bitumen (SS1) per 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., complete as per Clause 502 of MORTH Rev-5
Providing and Laying Tack Coat over WMM surface (treated with primer) using 2.50Kg of Bitumen Emulsion (RS1) per 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., 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.
Bharathi Construction (BID ID -1425531)
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