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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | h2₹55.6 LAccepted-AOC | ₹55.6 L | h2 | Accepted-AOC accept |
| 2 | h1₹56.8 LRejected-Finance | ₹56.8 L | h1 | Rejected-Finance reject |
| Sl No | Description | Qty | Unit | K.G RAJAGURU H1 | D.SIVAKUMAR H2 |
|---|---|---|---|---|---|
| 1.00 | Picking 5cm to 10cm old metalled surface and sectioning 1Sqm. FOR AS PER STANDARD SPECIFICATION INCULDING ALL CHARGES ETC COMPLETED | 5,200 | M2 | 25 ₹1.3 L | 23.99 ₹1.2 L |
| 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. | 156 | M3 | 2,524.75 ₹3.9 L | 2,475.26 ₹3.9 L |
| 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 | 5,200 | M2 | 88.74 ₹4.6 L | 86.99 ₹4.5 L |
| 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 | 5,200 | M2 | 21.42 ₹1.1 L | 20.99 ₹1.1 L |
| 5.00 | Providing and laying 50mm compacted thick Dence bituminous macadam using 0.35 cum of 26.5-13.2 mm graded metal and 0.21 cum of 13.2-2.36 mm graded metal and 0.14 cumof 2.36 mm and below metal with 24 kgs of cement and 46 kgs of 60/70 bitumen for premixing per 10 sqm including cost and conveyance of all materials to CMP site, heating the bitumen and agregates to required temperature and mixing them in required temperature in central hot mix plant by the hot mix plant 20-30 tonnes capacity conveying the mix by tempper tracks to paver site, Sprating the mix in required temperature for uniform thickness of 50mm with mechnical paver to the specified grades and cross section and compaction by 80 - 100 kl power roller to the required dencity etc., including hire charges and fuel charges for 20 - 30t CMP with bitumen boiler,tipper, paver finisher, power rollers and all other tools and plants required, including all other incidental charges etc., complete using C M P clause 507 of MORTH spefications | 261 | M3 | 10,793.6 ₹28.2 L | 10,581.98 ₹27.6 L |
| 6.00 | Providing and laying bituminous concrete to 30mm thick using 0.13 cu.m of 19.00-9.50mm graded metal 0.17 cu.m of 9.50-2.36mm graded metal and 0.26 cu.m of 2.36mm & below metal by adding the shredded plastic waste over the aggregate heated to 170 degree celcious in the central hot mix plant, mixed well with 45.27 kgs of hot bitumen VG 30 Bitumen (160 degree celcious) 60/ 70 grade for premixing per 10 sqm to lay 30mm compacted thick of bituminious concrete including the cost materials ( the cost of Municipality / Corporetion Plastic Waste obainted by the contractor from the Municipality / Corporation will be Recovered) and conveyence 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 conveyeing the mix by tipper trucks to paver site, spreading the mix in requires temereature for uniform thickness of 30mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory/Pneumatic Roller to the required density etc., including labour for loading bitumen in to bitumen tank and metal to feeder unit, labour for attending to paver to site etc., including hite 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 revision 5 | 157 | M3 | 11,230.2 ₹17.6 L | 11,009.76 ₹17.3 L |
Tender Value
₹68 L
EMD Value
₹68,000
Closing Date
19 Jan 2026, 3:00 pmClosed
commissioner,virudhunagarmunicipality
MUNICIPAL OFFICE ROAD,VIRUDHUNAGAR MUNICIPALITY,VIRUDHUNAGAR
renewalofblocktoppingsurfaceroadsinvirudhunagarmunicipalityramamoorthyroad132004R114ramamoorthyroad132003R115
2026_MAWS_641074_1
E1/2025/8227-1
Open Tender
Civil Works - Roads
90 days
virudhunagar municipality
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹68,000
virudhunagar municipality
26 May 2026
9 Jan 2026
19 Jan 2026
9 Jan 2026
19 Jan 2026
9 Jan 2026
9 Jan 2026 - 19 Jan 2026
12 Jan 2026
Picking 5cm to 10cm old metalled surface and sectioning 1Sqm. FOR AS PER STANDARD SPECIFICATION INCULDING ALL CHARGES ETC COMPLETED
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 50mm compacted thick Dence bituminous macadam using 0.35 cum of 26.5-13.2 mm graded metal and 0.21 cum of 13.2-2.36 mm graded metal and 0.14 cumof 2.36 mm and below metal with 24 kgs of cement and 46 kgs of 60/70 bitumen for premixing per 10 sqm including cost and conveyance of all materials to CMP site, heating the bitumen and agregates to required temperature and mixing them in required temperature in central hot mix plant by the hot mix plant 20-30 tonnes capacity conveying the mix by tempper tracks to paver site, Sprating the mix in required temperature for uniform thickness of 50mm with mechnical paver to the specified grades and cross section and compaction by 80 - 100 kl power roller to the required dencity etc., including hire charges and fuel charges for 20 - 30t CMP with bitumen boiler,tipper, paver finisher, power rollers and all other tools and plants required, including all other incidental charges etc., complete using C M P clause 507 of MORTH spefications
Providing and laying bituminous concrete to 30mm thick using 0.13 cu.m of 19.00-9.50mm graded metal 0.17 cu.m of 9.50-2.36mm graded metal and 0.26 cu.m of 2.36mm & below metal by adding the shredded plastic waste over the aggregate heated to 170 degree celcious in the central hot mix plant, mixed well with 45.27 kgs of hot bitumen VG 30 Bitumen (160 degree celcious) 60/ 70 grade for premixing per 10 sqm to lay 30mm compacted thick of bituminious concrete including the cost materials ( the cost of Municipality / Corporetion Plastic Waste obainted by the contractor from the Municipality / Corporation will be Recovered) and conveyence 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 conveyeing the mix by tipper trucks to paver site, spreading the mix in requires temereature for uniform thickness of 30mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory/Pneumatic Roller to the required density etc., including labour for loading bitumen in to bitumen tank and metal to feeder unit, labour for attending to paver to site etc., including hite 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 revision 5
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