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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.0 CrAccepted-AOC 18 CORPORATION ROAD DEVAKOTTAI | SIVAGANGA | TAMIL NADU | 630001 | ₹1.0 Cr | L1 | Accepted-AOC Accepted- |
| 2 | L2₹1.1 Cr+₹6.0 L (5.97%)Rejected-AOC | ₹1.1 Cr+₹6.0 L (5.97%) | L2 | Rejected-AOC rejected |
| Sl No | Description | Qty | Unit | V MEENAL AND CO L1 | Vetri constructions L2 |
|---|---|---|---|---|---|
| 1.00 | 1.Earth Work Excavation in all Soil with Initial Lead and Left etc., Complete a) Ordinary Soil (SS 20 A) Earth work excavating and depositing on bank with intial lead of 10 m & initial lift of 2 m in and, silt or other loose Soil, Wet Sand or silt not under water, light black cotton soil sandy loam and 106.25 cum 116.88 ordinary soil including excavated earth (SS 20 A) | 1,229 | m3 | 121 ₹1,48,709 Lowest | 145 ₹1,78,205 |
| 2.00 | Providing and laying, spreading and compacting graded stone aggregate to Wet mix macadam (WMM) specification including premixing 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 sub base / base course on well prepared surface and compacting with vibratory roller to achive the desired density complete as per clasue 406 of MORTH specifications. | 1,229 | m3 | 2,497 ₹30,68,813 Lowest | 2,600 ₹31,95,400 |
| 3.00 | Providing and laying Prime coat of 7 kgs/10 sqm over the WMM surface treated with primer using 7 kgs of bituminous Emulsion (SS) for 10square 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 | 12,287 | m2 | 92 ₹11,30,404 Lowest | 105 ₹12,90,135 |
| 4.00 | Providing and laying tack coat of 2.5 kgs/10 sqm over the WMM surface treated with binder using 2.5 kgs of bituminous Emulsion (RS) for 10square 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 | 12,287 | m2 | 21 ₹2,58,027 Lowest | 40 ₹4,91,480 |
| 5.00 | Providing and laying Bituminous concrete to 30/40mm 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 and below with 45.25 kgs of VG60/ VG70 bitumen,5.03 kg plastic 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 40mm /30 mm with mechanical paver to the specified grades and cross sections and consolidated by 80-10 tonne vibratory/ pneumatic roller to the required density etc., including labvour for attending to paver site etc., including hire charges and fuel charges for 20-30 t CMP with 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 | 492 | m2 | 11,142 ₹54,81,864 Lowest | 11,250 ₹55,35,000 |
Tender Value
₹1.2 Cr
EMD Value
₹1.2 L
Closing Date
9 Feb 2026, 3:00 pmClosed
The Commissioner, Coimbatore Corporation
Coimbatore Corporation, Main Office, Big bazaar street, Town hall, Coimbatore-1
Restoration of BT Surface at Elango Nagar Housing Unit North Side Road 162007R01689 Elango Nagar Housing Unit North Side Cross Road 1 162007R01690 Elango Nagar Housing Unit North Side Cross Road 162007R01691 Elango Nagar Housing Unit North Side Cr
2026_MAWS_646702_2
e15/2026 TURIP
Open Tender
Civil Works
Works
90 days
Coimbatore corporation-
AS PER THE TENDER DOCUMENT
5 documents required · 5 mandatory
₹0
₹1.2 L
3 Apr 2026
24 Jan 2026
9 Feb 2026
24 Jan 2026
9 Feb 2026
24 Jan 2026
1.Earth Work Excavation in all Soil with Initial Lead and Left etc., Complete a) Ordinary Soil (SS 20 A) Earth work excavating and depositing on bank with intial lead of 10 m & initial lift of 2 m in and, silt or other loose Soil, Wet Sand or silt not under water, light black cotton soil sandy loam and 106.25 cum 116.88 ordinary soil including excavated earth (SS 20 A)
Providing and laying, spreading and compacting graded stone aggregate to Wet mix macadam (WMM) specification including premixing 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 sub base / 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 7 kgs/10 sqm over the WMM surface treated with primer using 7 kgs of bituminous Emulsion (SS) for 10square 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/10 sqm over the WMM surface treated with binder using 2.5 kgs of bituminous Emulsion (RS) for 10square 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 Bituminous concrete to 30/40mm 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 and below with 45.25 kgs of VG60/ VG70 bitumen,5.03 kg plastic 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 40mm /30 mm with mechanical paver to the specified grades and cross sections and consolidated by 80-10 tonne vibratory/ pneumatic roller to the required density etc., including labvour for attending to paver site etc., including hire charges and fuel charges for 20-30 t CMP with 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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