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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAccepted-AOC COIMBATORE TAMIL NADU | ₹1.3 Cr | L1 | Accepted-AOC Accepted |
| 2 | L2₹1.4 Cr+₹8.5 L (6.43%)Rejected-AOC | ₹1.4 Cr+₹8.5 L (6.43%) | L2 | Rejected-AOC rejected |
| Sl No | Description | Qty | Unit | srigomathiamman and company L2 | SHRI P MALLAIAN BUILDERS 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) | 1,047 | m3 | 121 ₹1,26,687 Lowest | 121 ₹1,26,687 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 | 629 | m3 | 67 ₹42,143 Lowest | 67.83 ₹42,665.07 |
| 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 | 1,047 | m3 | 2,498 ₹26,15,406 Lowest | 2,498 ₹26,15,406 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 | 10,461 | m2 | 92 ₹9,62,412 Lowest | 92 ₹9,62,412 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 | 10,461 | m2 | 20 ₹2,09,220 Lowest | 21 ₹2,19,681 |
| 6.00 | Providing and laying tack coat of 2kgs/10 sqm 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., complete as per 503 of MORTH Specifications | 224 | m2 | 40 ₹8,960 | 31 ₹6,944 Lowest |
| 7.00 | Dense Bituminous Mecadam - 50mm thick using Central Hot mix plant:Providing and laying of 50mm compacted Bituminous macadam using 0.42M3 26.5-11.2 mm graded metal & 0.10 M3 of 11.2 to 2.8 mm graded metal & 0.18 M3 2.8 mm & below with 38 Kg of bitumen for premixing per 10 m2 including cost of conveyance of all materials to CMP site, heating the bitumen & aggregates to required temperature & 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 is required temperature for uniform thickness of 50 mm with mechanical paver to the specified grades & cross sections & compaction by 80 - 100 KN power roller including to the required density etc., including labour for loading bitumen in bitumen boiler & metal to feeder unit, labour for attending to power site etc. including hire charges & fuel charges for 20-30T CMP with bitumen boiler, tipper truks, paver finisher power rollers & all other tools & plants required including all other incidental charges etc., completed as per specification using CMP clause 504 of most specification. | 505 | m3 | 12,000 ₹60,60,000 | 11,166 ₹56,38,830 Lowest |
| 8.00 | Providing and laying Bituminous concrete to 30/40mm 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 | 321 | m3 | 12,500 ₹40,12,500 | 11,142.5 ₹35,76,742.5 Lowest |
Tender Value
₹1.6 Cr
EMD Value
₹1.6 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 Marudha Konar Nagar 162042R09512 , Masani amman nagar nagar 1st cut road 162035R19222 ,Masani amman nagar nagar 2nd cut road 162035R19223 ,Masani amman nagar nagar 3rd cut road 162035R19224 ,PUDIYA NESAVALAR COLONY
2026_MAWS_642162_27
E12/2026 (TURIP)
Open Tender
Civil Works
Works
90 days
Coimbatore
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
₹1.6 L
Chief Engineer Chamber, Coimbatore Corporation, Ma
18 Mar 2026
12 Jan 2026
23 Jan 2026
12 Jan 2026
23 Jan 2026
12 Jan 2026
14 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 tack coat of 2kgs/10 sqm 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., complete as per 503 of MORTH Specifications
Dense Bituminous Mecadam - 50mm thick using Central Hot mix plant:Providing and laying of 50mm compacted Bituminous macadam using 0.42M3 26.5-11.2 mm graded metal & 0.10 M3 of 11.2 to 2.8 mm graded metal & 0.18 M3 2.8 mm & below with 38 Kg of bitumen for premixing per 10 m2 including cost of conveyance of all materials to CMP site, heating the bitumen & aggregates to required temperature & 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 is required temperature for uniform thickness of 50 mm with mechanical paver to the specified grades & cross sections & compaction by 80 - 100 KN power roller including to the required density etc., including labour for loading bitumen in bitumen boiler & metal to feeder unit, labour for attending to power site etc. including hire charges & fuel charges for 20-30T CMP with bitumen boiler, tipper truks, paver finisher power rollers & all other tools & plants required including all other incidental charges etc., completed as per specification using CMP clause 504 of most specification.
Providing and laying Bituminous concrete to 30/40mm 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
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