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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.6 LAdmitted-Fee/PreQual/Technical/Finance 18 CORPORATION ROAD DEVAKOTTAI | SIVAGANGA | TAMIL NADU | 630001 | ₹6.6 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹6.7 L+₹11,762.41 (1.78%)Admitted-Fee/PreQual/Technical/Finance 6 641 041 | COIMBATORE | TAMIL NADU | 641041 | ₹6.7 L+₹11,762.41 (1.78%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹6.9 L+₹29,364.41 (4.44%)Admitted-Fee/PreQual/Technical/Finance | ₹6.9 L+₹29,364.41 (4.44%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹7.1 L+₹53,723.11 (8.13%)Admitted-Fee/PreQual/Technical/Finance 2 516E THIRUVALLUVAR NAGAR MALLUMICHAMPATTY POST COIMBATORE | COIMBATORE | TAMIL NADU | 638459 | ₹7.1 L+₹53,723.11 (8.13%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹7.2 L+₹54,479.81 (8.24%)Admitted-Fee/PreQual/Technical/Finance | ₹7.2 L+₹54,479.81 (8.24%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | V MEENAL AND CO L1 | KUMARAN KUDIL CONSTRUCTIONS L3 | SRI SIVASAKTHI ENGINEERS BUILDERS L5 | SHREE KUMARAN CONSTRUCTION L4 | A S P AND CO L2 |
|---|---|---|---|---|---|---|---|---|
| 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) | 23 | m3 | 95.35 ₹2,193.05 | 72 ₹1,656 | 102.97 ₹2,368.31 | 102.86 ₹2,365.83 | 17 ₹391 Lowest |
| 2.00 | 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 | 23 | m3 | 2,175.6 ₹50,038.8 | 2,304 ₹52,992 | 2,349.65 ₹54,041.95 | 2,347.16 ₹53,984.68 | 2,000 ₹46,000 Lowest |
| 3.00 | 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 | 224 | m2 | 87.4 ₹19,577.6 | 45 ₹10,080 Lowest | 94.46 ₹21,159.04 | 94.36 ₹21,136.89 | 90 ₹20,160 |
| 4.00 | 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 | 224 | m2 | 22.06 ₹4,941.44 Lowest | 45 ₹10,080 | 23.83 ₹5,337.92 | 23.8 ₹5,331.83 | 25 ₹5,600 |
| 5.00 | 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 | 900 | m3 | 22.06 ₹19,854 Lowest | 45 ₹40,500 | 26.38 ₹23,742 | 26.35 ₹23,717.79 | 28 ₹25,200 |
| 6.00 | 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. | 11 | m3 | 12,054 ₹1,32,594 | 12,000 ₹1,32,000 Lowest | 13,018.6 ₹1,43,204.6 | 13,004.82 ₹1,43,053.02 | 12,100 ₹1,33,100 |
| 7.00 | 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 | 34 | m3 | 12,649 ₹4,30,066 Lowest | 13,005 ₹4,42,170 | 13,660.68 ₹4,64,463.12 | 13,646.23 ₹4,63,971.82 | 13,000 ₹4,42,000 |
| 8.00 | Removal of Excavated Excess Earth away from the site to 5K.M including loading and transportation charges etc, complete as per standard specification. | 23 | m3 | 81.9 ₹1,883.7 | 45 ₹1,035 | 57.02 ₹1,311.46 | 56.95 ₹1,309.85 | 20 ₹460 Lowest |
Tender Value
₹10 L
EMD Value
₹10,000
Closing Date
27 Aug 2026, 3:00 pmClosed
Assisstant Commissioner-West Zone
West Zone, Coimbatore Corporation
Restoration of BT surface at Lakshmi nagar and Tvs nagar Menon layout in ward no 16 of west zone.
2026_MAWS_691167_1
E2/WESTZONE/2026
Open Tender
Civil Works
Works
90 days
West Zone, Coimbatore Corporation
As per the tender document attached
4 documents required · 4 mandatory
₹0
₹10,000
Yes
9 Sept 2026
5 Aug 2026
28 Aug 2026
5 Aug 2026
27 Aug 2026
5 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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) | 23 | m3 | - | - |
| 2 | 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 | 23 | m3 | - | - |
| 3 | 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 | 224 | m2 | - | - |
| 4 | 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 | 224 | m2 | - | - |
| 5 | 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 | 900 | m3 | - | - |
| 6 | 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. | 11 | m3 | - | - |
| 7 | 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 | 34 | m3 | - | - |
| 8 | Removal of Excavated Excess Earth away from the site to 5K.M including loading and transportation charges etc, complete as per standard specification. | 23 | m3 | - | - |
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