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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAccepted-AOC COIMBATORE | ₹1.2 Cr | L1 | Accepted-AOC accepted |
| 2 | L2₹1.3 CrRejected-AOC 1897 TS NO 6 5 VELLIANGKATTU RAMASAMY GOWNDER LAY OUT 60 FEET ROAD TIRUPUR | TIRUPPUR | TAMIL NADU | 638051 | ₹1.3 Cr | L2 | Rejected-AOC rejected |
| 3 | Rejected-Technical | - | - | Rejected-Technical Evaluation Rejected |
| Sl No | Description | Qty | Unit | Murali and Co L1 | SENTHILKUMAR L2 |
|---|---|---|---|---|---|
| 1.00 | Earth work excavation in all soils with initial lead and lift excepting all kinds of rock dumping the excavated materials away from work site manually within 50m initial lead and initial lift etc. complete as per direction of departmental officers.. | 1,502 | m3 | 60 ₹90,120 | 117 ₹1,75,734 |
| 2.00 | Conveying the excavated earth from the site to the distance of 2kms out side of the city limit including all initial lead, lift, loading and unloading with transportation charges etc complete as per the direction of departmental officers. | 301.02 | m3 | 30 ₹9,030.6 | 70 ₹21,071.4 |
| 3.00 | Providing laying spreading and compacting wet mix macadam, with claen, crushed, graded aggregates and garnular material and finished in accordance with the requirements of the specifications and thickness as per approved plans or as directed by the engineer | 1,502 | m3 | 2,050 ₹30,79,100 | 2,500 ₹37,55,000 |
| 4.00 | 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 | 15,018 | m2 | 90 ₹13,51,620 | 92 ₹13,81,656 |
| 5.00 | Providing and laying tack coat of 2.5 kgs/10 sqm overthe WMM surface treated with binder using 2.5 kgs ofbituminous Emulsion (RS) for 10square meter areaincluding cost of bituminous binder, including labour charges for applying the required quantity of bituminousbinder as tack coat manually etc., complete as per 503 of MORTH Rev-5 Specifications | 15,018 | m2 | 20 ₹3,00,360 | 21 ₹3,15,378 |
| 6.00 | Providing and laying Bituminous Concrete to 40mm thick using 10% of Plastic Waste and 0.13 cum of 19.00 - 9.50mm, 0.17cum of 9.50 -2.36mm and 0.26cum of 2.36 and below with 45.27kgs 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 20-30ton 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 8-10tonne Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30t 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. | 601 | m3 | 11,610 ₹69,77,610 | 11,610 ₹69,77,610 |
Updated dates
Tender Value
₹1.5 Cr
EMD Value
₹1.5 L
Closing Date
28 Jan 2026, 3:00 pmClosed
The Commissioner, Coimbatore Corporation
Coimbatore Corporation, Main Office, Big bazaar street, Town hall, Coimbatore-1
Restoration of BT Surface at VISUVASAPURAM 162005R01107 , SINDHAMANI NAGAR MAIN ROAD 162005R16601 , SAMPATH NAGAR CROSS ROAD 2 162005R01559 , SAMPATH NAGAR CROSS ROAD 6 162005R01563 , SENTHIL NAGAR CROSS ROADS 1 162032R05478 , SENTHIL NAGAR CROS
2026_MAWS_642162_56
E12/2026 (TURIP)
Open Tender
Civil Works
90 days
Coimbatore
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
₹1.5 L
Chief Engineer Chamber, Coimbatore Corporation, Ma
18 Mar 2026
13 Jan 2026
28 Jan 2026
13 Jan 2026
28 Jan 2026
13 Jan 2026
14 Jan 2026
Earth work excavation in all soils with initial lead and lift excepting all kinds of rock dumping the excavated materials away from work site manually within 50m initial lead and initial lift etc. complete as per direction of departmental officers..
Conveying the excavated earth from the site to the distance of 2kms out side of the city limit including all initial lead, lift, loading and unloading with transportation charges etc complete as per the direction of departmental officers.
Providing laying spreading and compacting wet mix macadam, with claen, crushed, graded aggregates and garnular material and finished in accordance with the requirements of the specifications and thickness as per approved plans or as directed by the engineer
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 overthe WMM surface treated with binder using 2.5 kgs ofbituminous Emulsion (RS) for 10square meter areaincluding cost of bituminous binder, including labour charges for applying the required quantity of bituminousbinder as tack coat manually etc., complete as per 503 of MORTH Rev-5 Specifications
Providing and laying Bituminous Concrete to 40mm thick using 10% of Plastic Waste and 0.13 cum of 19.00 - 9.50mm, 0.17cum of 9.50 -2.36mm and 0.26cum of 2.36 and below with 45.27kgs 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 20-30ton 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 8-10tonne Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30t 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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