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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 CrAccepted-AOC 9 K K NAGAR 10TH STREET POLICE QUARTERS ROAD GANAPATHY COIMBATORE 641 006 | COIMBATORE | TAMIL NADU | 641006 | ₹1.6 Cr | L1 | Accepted-AOC Accepted |
| 2 | L2₹1.6 Cr+₹3.7 L (2.34%)Rejected-AOC 42 641 009 | COIMBATORE | TAMIL NADU | 641009 | ₹1.6 Cr+₹3.7 L (2.34%) | L2 | Rejected-AOC rejected |
| Sl No | Description | Qty | Unit | pskassociate L2 | SRI BANU CONSTRUCTIONS L1 |
|---|---|---|---|---|---|
| 1.00 | Earth work excavation of the surface to a depth of 5cm to 10cm and form the camber etc., complete as per standard specifications. | 789 | m3 | 115 ₹90,735 | 110 ₹86,790 Lowest |
| 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 | 474 | m3 | 70 ₹33,180 Lowest | 70 ₹33,180 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. | 789 | m3 | 2,500 ₹19,72,500 Lowest | 2,500 ₹19,72,500 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 | 7,889 | m2 | 92 ₹7,25,788 Lowest | 92 ₹7,25,788 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 | 7,889 | m2 | 21 ₹1,65,669 Lowest | 21 ₹1,65,669 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 | 16,055 | m2 | 31 ₹4,97,705 Lowest | 31 ₹4,97,705 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 | 395 | m2 | 11,166 ₹44,10,570 Lowest | 11,166 ₹44,10,570 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. | 719 | m3 | 11,610 ₹83,47,590 Lowest | 11,610 ₹83,47,590 Lowest |
Tender Value
₹1.9 Cr
EMD Value
₹1.9 L
Closing Date
23 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 BETHEL NAGAR 4TH CROSS 162055R10976 ,BETHEL NAGAR 5TH CROSS 162055R10977 ,BETHEL NAGAR MAIN ROAD 162055R10972 ,BETHEL NAGAR 2ND CROSS 162055R10974 ,BETHEL NAGAR 1ST CROSS 162055R10973 ,BETHEL NAGAR 3RD CROSS 162055
2026_MAWS_642162_67
E12/2026 (TURIP)
Open Tender
Civil Works
Works
90 days
Coimbatore
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
₹1.9 L
Chief Engineer Chamber, Coimbatore Corporation, Ma
3 Apr 2026
13 Jan 2026
23 Jan 2026
13 Jan 2026
23 Jan 2026
13 Jan 2026
14 Jan 2026
Earth work excavation of the surface to a depth of 5cm to 10cm and form the camber etc., complete as per standard specifications.
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 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.
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