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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹74.7 LAccepted-AOC 1 SRI GOKULAM COMPLEX 15 155B MARAPALAM MADUKKARAI COIMBATORE DISTRICT 641 105 | COIMBATORE | TAMIL NADU | 641105 | L1 | Accepted-AOC Accepted | |
| 2 | L2₹77.8 L+₹3.2 L (4.23%)Rejected-AOC 42 641 009 | COIMBATORE | TAMIL NADU | 641009 | L2 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | pskassociate L2 | ABBI ASSOCIATES L1 |
|---|---|---|---|---|---|
| 1.00 | Earth work excavating and depositing on bank with intial lead of 10 m & initial lift of 2 m in sand, silt or other loose Soil, Wet Sand or silt not under water, light black cotton soil sandy loam and ordinary soil including excavated earth (SS 20 A) | 395 | M3 | 125 ₹49,375 | 120.5 ₹47,597.5 Lowest |
| 2.00 | Removal of Excavated Excess Earth away from the site to 3K.M including loading and transportation charges etc, complete as per directed by the departmental officers | 237 | M3 | 69 ₹16,353 | 67.5 ₹15,997.5 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. | 395 | M3 | 2,605 ₹10,28,975 | 2,496 ₹9,85,920 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 (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 | 3,950 | M2 | 93 ₹3,67,350 | 91.8 ₹3,62,610 Lowest |
| 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 | 3,950 | M2 | 22 ₹86,900 | 20.9 ₹82,555 Lowest |
| 6.00 | Tack Coat using 2Kg of grade 80/100 bitumen for 10m2 over WBM Surface includinding hire charges manually all labour charges completed as per standard specifications | 6,682 | M2 | 33 ₹2,20,506 | 30.9 ₹2,06,473.8 Lowest |
| 7.00 | 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. | 198 | M3 | 11,645 ₹23,05,710 | 11,165 ₹22,10,670 Lowest |
| 8.00 | Providing and laying Bituminous Concrete to 30/40 mm 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 specifications. | 319 | M3 | 11,620 ₹37,06,780 | 11,142 ₹35,54,298 Lowest |
Tender Value
₹90.3 L
EMD Value
₹90,250
Closing Date
23 Jan 2026, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
The Commissioner, Coimbatore Corporation
Coimbatore Corporation, Main Office, Big bazaar street, Town hall, Coimbatore-1
Restoration of BT surfaces 1.Sowkar nagar 1st street 287.00x4.80m 162086R14079 , 2.Sowkar nagar 2nd street 287.00x5.10m 162086R14080 , 3.sowkar nagar 2nd to 3rd street cut road 1 40.00x5.00m 162086R14082 , 4.sowkar nagar 2nd to 3rd street cut r
2026_MAWS_642162_43
E12/2026 (TURIP)
Open Tender
Civil Works
Works
90 days
Coimbatore
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
₹90,250
Chief Engineer Chamber, Coimbatore Corporation, Ma
17 Mar 2026
13 Jan 2026
23 Jan 2026
13 Jan 2026
23 Jan 2026
13 Jan 2026
14 Jan 2026
Earth work excavating and depositing on bank with intial lead of 10 m & initial lift of 2 m in sand, silt or other loose Soil, Wet Sand or silt not under water, light black cotton soil sandy loam and ordinary soil including excavated earth (SS 20 A)
Removal of Excavated Excess Earth away from the site to 3K.M including loading and transportation charges etc, complete as per directed by the departmental officers
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
Tack Coat using 2Kg of grade 80/100 bitumen for 10m2 over WBM Surface includinding hire charges manually all labour charges completed as per standard 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 Bituminous Concrete to 30/40 mm 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 specifications.
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