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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹57.4 LAccepted-AOC | ₹57.4 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹60.5 LRejected-AOC 6 641 041 | COIMBATORE | TAMIL NADU | 641041 | ₹60.5 L | L2 | Rejected-AOC rejected |
| Sl No | Description | Qty | Unit | A S P AND CO L2 | R SUNDARRAJ AND COMPANY L1 |
|---|---|---|---|---|---|
| 1.00 | Earthwork Excavation And Deposting on Bank With Initial Lead of 10 m And Initial Lift of 2m In Hard Stiff Clay Stiff Black Hard Shales Muram Gravel Stoney Earth And Earth Mixed With Small Size Boulders And Hard Gravelly Soil (SS 20B) | 392 | M3 | 150 ₹58,800 | 120 ₹47,040 |
| 2.00 | Removal of Excavated Excess Earth away from the site to 2 K.M including loading and transportation charges etc, complete as per standard specification. For 1M3 | 235.2 | M3 | 75 ₹17,640 | 68 ₹15,993.6 |
| 3.00 | 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. | 261 | M3 | 2,600 ₹6,78,600 | 2,500 ₹6,52,500 |
| 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 | 2,610 | M2 | 100 ₹2,61,000 | 92 ₹2,40,120 |
| 5.00 | 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 | 2,610 | M2 | 30 ₹78,300 | 20 ₹52,200 |
| 6.00 | 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 sqm including cost and conveyance of all materials to C M P site, heating the bitumen and agregates to required temperature and mixing them in 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 50mm 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 bitumen in to bitumen tank and metal to feeder unit,labour for attending to paver site etc., including hire charges and fuel charges for 20-30t C M P 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 specifications. | 131 | M3 | 11,500 ₹15,06,500 | 11,160 ₹14,61,960 |
| 7.00 | Providing and laying tack coat of 2kgs/10sqm over the BT surface treated with binder using 2 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., | 6,523 | M2 | 40 ₹2,60,920 | 30 ₹1,95,690 |
| 8.00 | Providing and laying Bituminous concrete to 30 mm 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 46.28 kgs(add 10% Plastic waste) of VG60/ VG70 bitumen,4kg of 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 | 268 | M3 | 12,000 ₹32,16,000 | 11,600 ₹31,08,800 |
| 9.00 | Road marking with hot applied Thermoplastic compound with reflectorising glass benads on bituminous suface.Providing and laying of hot applied thermoplastic compound 2.5mm exclusive of surface applied glass beads as per IRC 35.The finished surface to be level,uniform and free form streaks and holes. | 105 | M2 | 950 ₹99,750 | 890 ₹93,450 |
Tender Value
₹70 L
EMD Value
₹70,000
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 Srinivasa Nagar Main Road 162019R05176 Srinivasa Nagar Cut Road 1 162019S0434 Srinivasa Nagar Cut Road 2 162019S0435 Srinivasa Nagar Cut Road 3 162019S0436 Thiruvengata Nagar 162019R05195 Burial Ground Road 16201
2026_MAWS_646702_9
e15/2026 TURIP
Open Tender
Civil Works
90 days
Coimbatore corporation-
AS PER THE TENDER DOCUMENT
5 documents required · 5 mandatory
₹0
₹70,000
4 Apr 2026
24 Jan 2026
9 Feb 2026
24 Jan 2026
9 Feb 2026
24 Jan 2026
Earthwork Excavation And Deposting on Bank With Initial Lead of 10 m And Initial Lift of 2m In Hard Stiff Clay Stiff Black Hard Shales Muram Gravel Stoney Earth And Earth Mixed With Small Size Boulders And Hard Gravelly Soil (SS 20B)
Removal of Excavated Excess Earth away from the site to 2 K.M including loading and transportation charges etc, complete as per standard specification. For 1M3
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 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 sqm including cost and conveyance of all materials to C M P site, heating the bitumen and agregates to required temperature and mixing them in 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 50mm 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 bitumen in to bitumen tank and metal to feeder unit,labour for attending to paver site etc., including hire charges and fuel charges for 20-30t C M P 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 specifications.
Providing and laying tack coat of 2kgs/10sqm over the BT surface treated with binder using 2 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.,
Providing and laying Bituminous concrete to 30 mm 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 46.28 kgs(add 10% Plastic waste) of VG60/ VG70 bitumen,4kg of 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
Road marking with hot applied Thermoplastic compound with reflectorising glass benads on bituminous suface.Providing and laying of hot applied thermoplastic compound 2.5mm exclusive of surface applied glass beads as per IRC 35.The finished surface to be level,uniform and free form streaks and holes.
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