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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹34.1 LAccepted-AOC | ₹34.1 L | 1 | Accepted-AOC Bidder has quoted less than estimate rate |
| 2 | 2₹34.4 LRejected-Finance | ₹34.4 L | 2 | Rejected-Finance Bidder has quoted rate more than L1 |
| 3 | 3₹34.6 LRejected-Finance | ₹34.6 L | 3 | Rejected-Finance Bidder has quoted rate more than L1 |
| 4 | 4₹35.1 LRejected-Finance 191 CHERAN THOZHILALAR COLONY 9TH STREET DHARAPURAM ROAD MU CHETTIPALAYAM TIRUPPUR 641 606 TAMIL NADU | TIRUPPUR | TAMIL NADU | 641606 | ₹35.1 L | 4 | Rejected-Finance Bidder has quoted rate more than L1 |
| 5 | 5₹35.4 LRejected-Finance 1897 TS NO 6 5 VELLIANGKATTU RAMASAMY GOWNDER LAY OUT 60 FEET ROAD TIRUPUR | TIRUPPUR | TAMIL NADU | 638051 | ₹35.4 L | 5 | Rejected-Finance Bidder has quoted rate more than L1 |
| Sl No | Description | Qty | Unit | Kadar Associates L1 | V.P.Azhagaiyan L3 | SENTHILKUMAR L5 | M/s. Hari Constructions L4 | S RAHAMATHULLA L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Earthwork excavating and depositing on bank with initial lead of 10m & initial lift of 2 min Sand, Silt or other Loose Soil, Wet Sand or Silt not underwater, Light Black Cotton Soil, Sandy Loam and Ordinary Soil including excavated earth SS.20.B. | 280 | M3 | 77 ₹21,560 | 80.95 ₹22,666 | 69 ₹19,320 | 82 ₹22,960 | 72 ₹20,160 |
| 2.00 | Providing and laying, spreading and compacting graded stone aggregate to Wet mix macadam (WMM)specification including pre mixing the material with water at OMC in mechanical mix plant carriage to mixed material by tipper to site laying in uniform layers with paver in subbase / base course on well prepared surface and compacting with vibratory roller to achive the desired density complete as per clasue 406 of MORTH specifications. | 280 | M3 | 2,150 ₹6.0 L | 2,162 ₹6.1 L | 2,100 ₹5.9 L | 2,150 ₹6.0 L | 1,940 ₹5.4 L |
| 3.00 | Providing and laying Prime coat of 7kgs / 10 sqm over the WMM surface treated with primer using 7kgs of bituminous Emulsion (SS)for 10 square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as Prime coat manually etc.,complete as per 502 of MORTH Rev-5 Specifications | 2,795 | M2 | 70 ₹2.0 L | 70.65 ₹2.0 L | 73 ₹2.0 L | 73 ₹2.0 L | 72 ₹2.0 L |
| 4.00 | Providing and laying tack coat of 2.5 kgs/10sqm over the WMM surface treated with binder using 2.5 kgs of bituminous Emulsion (RS)for 10 square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as tack coat manually etc.,complete as per 503 of MORTH Rev-5 Specifications | 2,795 | M2 | 15 ₹41,925 | 15.6 ₹43,602 | 16 ₹44,720 | 16 ₹44,720 | 15 ₹41,925 |
| 5.00 | Providing and laying 50 mm compacted thick dense bituminous macadam using 0.24 cum of 26.5-13.2 mm graded metal and 0.25 cum of 13.2-2.36 mm graded metal and 0.23 cum of 2.36 mm & below metal with 53.20 kgs of 60/70 bitumen for premixing per 10 sq m including cost and conveyance of all materials to CMP site, heating the bitumen and agregates to required temperature and mixing the min required temperature in central hot mix plant 20-30 tonnes capacity conveying the mix by tipper trucks to paver site, spreading the mix in required temperature for uniform thickness of 50 mm with mechanical paver to the specified grades and cross sections and compaction by Vibratory roller to the required density etc., including labour charges for loading bitumenin to bitumen tank and metal to feeder unit,l abour for attending to paver site etc., including hire charges and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, paver finisher, vibratory rollers and all other tools and plants required, including all other incidental charges etc., complete using C M P clause 505 of MORTH Rev-5 | 140 | M3 | 9,000 ₹12.6 L | 9,067 ₹12.7 L | 9,450 ₹13.2 L | 9,350 ₹13.1 L | 9,200 ₹12.9 L |
| 6.00 | Providing and laying Bituminous concrete to 30mm thick using 0.13cum of 19.00-9.50 mm graded metal and 0.17cum of 9.50-2.36mm graded metal and 0.26 cum of 2.36mm & below metal with 45.27 kgs of 60/70 bitumen &5.03 Kg of Plastic waste (Total-50.30kg)and for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and agregates to required temperature and mixing the min required temperature in central hot mix plant 20-30tonnes capacity conveying the mix by tipper trucks to paver site, spreading the mix in required temperature for uniform thickness of 40mm/30mm with mechanical paver to the specified grades and cross sections and compaction by Vibratory roller to the required densityetc., including labour charges 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 20-30t CMP with bitumen boiler, tipper trucks, paver finisher, Vibratory rollers and all other tools and plants required, including all other incidental charges etc., complete using CMP clause 507 of MORTH Rev-5 specifications. | 84 | M3 | 9,150 ₹7.7 L | 9,444 ₹7.9 L | 9,800 ₹8.2 L | 9,400 ₹7.9 L | 9,800 ₹8.2 L |
| 7.00Add G.S.T. @ 18% | ||||||||
Tender Value
₹41 L
EMD Value
₹82,000
Closing Date
26 Dec 2025, 3:00 pmClosed
Commissioner
Commissioner Tiruppur City Municipal Corporation,Tiruppur
Restoration of BT Surface Road at Cotton valley School Road 032027R9816, Cotton valley School Cross Road 032027R9817, VOC Ground 032027R9819 and Priya School Backside 032027R9818 in WardNo27
2025_MAWS_630882_2
E1/5355/2025
Open Tender
Civil Works - Roads
180 days
Tiruppur City Municipal Corporation
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹82,000
Tiruppur City Municipal Corporation
23 Feb 2026
11 Dec 2025
26 Dec 2025
11 Dec 2025
26 Dec 2025
11 Dec 2025
18 Dec 2025
Earthwork excavating and depositing on bank with initial lead of 10m & initial lift of 2 min Sand, Silt or other Loose Soil, Wet Sand or Silt not underwater, Light Black Cotton Soil, Sandy Loam and Ordinary Soil including excavated earth SS.20.B.
Providing and laying, spreading and compacting graded stone aggregate to Wet mix macadam (WMM)specification including pre mixing the material with water at OMC in mechanical mix plant carriage to mixed material by tipper to site laying in uniform layers with paver in subbase / base course on well prepared surface and compacting with vibratory roller to achive the desired density complete as per clasue 406 of MORTH specifications.
Providing and laying Prime coat of 7kgs / 10 sqm over the WMM surface treated with primer using 7kgs of bituminous Emulsion (SS)for 10 square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as Prime coat manually etc.,complete as per 502 of MORTH Rev-5 Specifications
Providing and laying tack coat of 2.5 kgs/10sqm over the WMM surface treated with binder using 2.5 kgs of bituminous Emulsion (RS)for 10 square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as tack coat manually etc.,complete as per 503 of MORTH Rev-5 Specifications
Providing and laying 50 mm compacted thick dense bituminous macadam using 0.24 cum of 26.5-13.2 mm graded metal and 0.25 cum of 13.2-2.36 mm graded metal and 0.23 cum of 2.36 mm & below metal with 53.20 kgs of 60/70 bitumen for premixing per 10 sq m including cost and conveyance of all materials to CMP site, heating the bitumen and agregates to required temperature and mixing the min required temperature in central hot mix plant 20-30 tonnes capacity conveying the mix by tipper trucks to paver site, spreading the mix in required temperature for uniform thickness of 50 mm with mechanical paver to the specified grades and cross sections and compaction by Vibratory roller to the required density etc., including labour charges for loading bitumenin to bitumen tank and metal to feeder unit,l abour for attending to paver site etc., including hire charges and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, paver finisher, vibratory rollers and all other tools and plants required, including all other incidental charges etc., complete using C M P clause 505 of MORTH Rev-5
Providing and laying Bituminous concrete to 30mm thick using 0.13cum of 19.00-9.50 mm graded metal and 0.17cum of 9.50-2.36mm graded metal and 0.26 cum of 2.36mm & below metal with 45.27 kgs of 60/70 bitumen &5.03 Kg of Plastic waste (Total-50.30kg)and for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and agregates to required temperature and mixing the min required temperature in central hot mix plant 20-30tonnes capacity conveying the mix by tipper trucks to paver site, spreading the mix in required temperature for uniform thickness of 40mm/30mm with mechanical paver to the specified grades and cross sections and compaction by Vibratory roller to the required densityetc., including labour charges 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 20-30t CMP with bitumen boiler, tipper trucks, paver finisher, Vibratory rollers and all other tools and plants required, including all other incidental charges etc., complete using CMP clause 507 of MORTH Rev-5 specifications.
Add G.S.T. @ 18%
stage.html
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