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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹92.6 LAccepted-AOC 1 SRI GOKULAM COMPLEX 15 155B MARAPALAM MADUKKARAI COIMBATORE DISTRICT 641 105 | COIMBATORE | TAMIL NADU | 641105 | ₹92.6 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹95.3 L+₹2.6 L (2.84%)Rejected-AOC 42 641 009 | COIMBATORE | TAMIL NADU | 641009 | ₹95.3 L+₹2.6 L (2.84%) | L2 | Rejected-AOC rejected |
| Sl No | Description | Qty | Unit | M S ENGINEERS L2 | ABBI ASSOCIATES L1 |
|---|---|---|---|---|---|
| 1.00 | Charges for cutting the B.T surface to 5 to 7 cm depth using milling machine, conveying the Milled waste materials to at least for 20 km distance including hire and running charges for the machine, conveyance charges, unloading at unobjectionable place, cleaning the milled surface as to avoid slippery including all other incidental and unforeseen item etc. complete as per the direction of the departmental officers | 8,088 | m2 | 100 ₹8,08,800 | 97 ₹7,84,536 Lowest |
| 2.00 | Earth Work Excavation in all soils and sub soils and the full depth as may be directed by the departmental officers with initial leads and lifts and cleaning and leveling the site etc., complete complying with standard specification | 651 | m3 | 130 ₹84,630 | 120 ₹78,120 Lowest |
| 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. | 434 | M3 | 2,500 ₹10,85,000 | 2,497 ₹10,83,698 Lowest |
| 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 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 V Specifications | 4,210 | M2 | 95 ₹3,99,950 | 91 ₹3,83,110 Lowest |
| 5.00 | Providing and laying Tack coat of 2.5 kgs/10 sqm over the Prime surface treated with binder using 2.5 kgs of bituminous Emulsion 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 V Specifications | 4,210 | M2 | 25 ₹1,05,250 | 20 ₹84,200 Lowest |
| 6.00 | Providing and laying Tack coat of 2 kgs/10 sqm over the Existing BT surface treated with binder using 2 kgs of bituminous Emulsion 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 V Specifications | 8,279 | M2 | 35 ₹2,89,765 | 30 ₹2,48,370 Lowest |
| 7.00 | Providing and laying 50 mm consolidated thick Dense bituminous macadam using 0.24 cum of 26.5-13.20 mm graded metal, 0.25 cum of 13.20-2.36 mm graded metal and 0.23 cum of 2.36 mm & below with 53.20 Kgs of VG30 / VG40 Bitumen for premixing per 10 sqm including cost and conveyance of all materials to C M P site, heating the bitumen and agregates to the required temperature and mixing the minimum 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 80-100 KN Vibratory Roller / Pneumatic roller to the required density etc., including labour for loading bitumen in to bitumen tank and metal to feederunit, labour for attending to paver site etc., including hire charges and fuel charges for 20-30 t C M P with bitumen boiler, tipper trucks, paver finisher/9m paver finisher, Vibratory/Pneumatic rollers and all other tools and plants required, including all other incidental charges etc., complete as per specification using C M P clause 505 of MORTH REV-5 specifications | 211 | M3 | 11,200 ₹23,63,200 | 11,165 ₹23,55,815 Lowest |
| 8.00 | Providing and laying Bituminous Concrete to 30mm 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. | 375 | M3 | 12,000 ₹45,00,000 | 11,609 ₹43,53,375 Lowest |
| 9.00 | Removal of Excavated Excess Earth away from the site to 2 K.M including loading and transportation charges etc, complete as per standard | 521 | M3 | 70 ₹36,470 | 67 ₹34,907 Lowest |
Tender Value
₹1.1 Cr
EMD Value
₹1.1 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 Muthu Mariamman Kovil Street 162069R12459 Kempatty Colony No 1 162080R13517 Kempatty Colony No 2 162080R13518 Kempatty Colony No 6 162080R13522 Raju Street 162081R13568 Mohammed Kani Street 162081R13565 Rangai Stre
2026_MAWS_646702_1
e15/2026 TURIP
Open Tender
Civil Works
Works
90 days
Coimbatore corporation-
AS PER THE TENDER DOCUMENT
5 documents required · 5 mandatory
₹0
₹1.1 L
3 Apr 2026
24 Jan 2026
9 Feb 2026
24 Jan 2026
9 Feb 2026
24 Jan 2026
Charges for cutting the B.T surface to 5 to 7 cm depth using milling machine, conveying the Milled waste materials to at least for 20 km distance including hire and running charges for the machine, conveyance charges, unloading at unobjectionable place, cleaning the milled surface as to avoid slippery including all other incidental and unforeseen item etc. complete as per the direction of the departmental officers
Earth Work Excavation in all soils and sub soils and the full depth as may be directed by the departmental officers with initial leads and lifts and cleaning and leveling the site etc., complete complying with standard specification
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 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 V Specifications
Providing and laying Tack coat of 2.5 kgs/10 sqm over the Prime surface treated with binder using 2.5 kgs of bituminous Emulsion 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 V Specifications
Providing and laying Tack coat of 2 kgs/10 sqm over the Existing BT surface treated with binder using 2 kgs of bituminous Emulsion 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 V Specifications
Providing and laying 50 mm consolidated thick Dense bituminous macadam using 0.24 cum of 26.5-13.20 mm graded metal, 0.25 cum of 13.20-2.36 mm graded metal and 0.23 cum of 2.36 mm & below with 53.20 Kgs of VG30 / VG40 Bitumen for premixing per 10 sqm including cost and conveyance of all materials to C M P site, heating the bitumen and agregates to the required temperature and mixing the minimum 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 80-100 KN Vibratory Roller / Pneumatic roller to the required density etc., including labour for loading bitumen in to bitumen tank and metal to feederunit, labour for attending to paver site etc., including hire charges and fuel charges for 20-30 t C M P with bitumen boiler, tipper trucks, paver finisher/9m paver finisher, Vibratory/Pneumatic rollers and all other tools and plants required, including all other incidental charges etc., complete as per specification using C M P clause 505 of MORTH REV-5 specifications
Providing and laying Bituminous Concrete to 30mm 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.
Removal of Excavated Excess Earth away from the site to 2 K.M including loading and transportation charges etc, complete as per standard
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