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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAdmitted-Finance NO 2 TOWN HALL COMPLEX PUDUKKOTTAI 622001 | PUDUKKOTTAI | TAMIL NADU | 622001 | ₹1.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.8 CrAdmitted-Finance 47 EZHIL NAGAR PUDUKKOTTAI 622 005 | PUDUKKOTTAI | TAMIL NADU | 622005 | ₹1.8 Cr | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | JPS CONSTRUCTION L2 | K INFRA L1 |
|---|---|---|---|---|---|
| 1.00 | ORDINARY SOIL (SS20B) Earth work excavating and depositing on bank with initial lead of 10m & initial lift of 2m 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 (SS20B). | 315 | Cum | 100 ₹31,500 | 88 ₹27,720 |
| 2.00 | Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam to a required thick specification including premixing the materials with water at OMC in mechnanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in Sub Base/Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5 | 173 | Cum | 3,050 ₹5.3 L | 3,025 ₹5.2 L |
| 3.00 | Providing and laying Prime Coat over WBM/WMM surface using 7Kg of Emulsion Bitumen (SS1) per 10sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 502 of MORTH Rev-5 | 1,725 | Sqm | 100 ₹1.7 L | 86 ₹1.5 L |
| 4.00 | Providing and laying Tack Coat over WBM/WMM surface (treatedwithprimer) using 2.50Kg of Bitumen Emulsion (RS1) per 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 503 of MORTH Rev-5 | 1,725 | Sqm | 30 ₹51,750 | 20 ₹34,500 |
| 5.00 | Providing and laying Tack Coat over WBM/WMM surface (treatedwithprimer) using 2Kg of Bitumen Emulsion (RS1) per 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 503 of MORTH Rev-5 | 19,459 | Sqm | 50 ₹9.7 L | 28 ₹5.4 L |
| 6.00 | Providing and laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50-13.20mm,0.25cum of 13.20-2.36mm and 0.23cum of 2.36mm &below and with 53.20 Kgs of VG30/VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMPsite,heating the bitumen and aggregate to required temperature and mixing the min required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to work site, spreading the mix to uniform thickness of 50mm with paver to the specified grades and cross sections and compacted by Vibratory/Pneumatic Roller to the required density etc.,including labou for attending to paver at site etc.,including hire charges and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher / 9m paver finisher, Vibratory/Pneumatic rollers and all other tools and plant required, including fuel and all other incidental charges etc.,complete a sper specification using CMP as per clause 505 MORTH Rev-5 | 799 | cum | 11,080 ₹88.5 L | 11,050 ₹88.3 L |
| 7.00 | Providing and laying Bituminous Concrete to 30mm thick using 0.13cum of 19.00-9.50mm,0.17cum of 9.50-2.36mm and 0.26cum of 2.36 and below by adding shreaded palstic waste 5.03kg over the aggregate 170 degree Celicious collected from municipal garbage at free of cost with 50.30 kgs 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 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm 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 attending to paver to site etc.,including hire charges and fuel charges for 20-30t CMP with bitumen boiler, tippertrucks, 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 | 636 | cum | 11,600 ₹73.8 L | 11,595 ₹73.7 L |
Updated dates
Tender Value
₹2.1 Cr
EMD Value
₹2.1 L
Closing Date
28 Jan 2026, 3:00 pmClosed
THE COMMISSIONER JAYANKONDAM MUNICIPALITY
THE COMMISSIONER JAYANKONDAM MUNICIPALITY
Providing Renewal BT Surface Road at various places (26 Nos) in Jayankondam Municipality-Package 1.
2026_MAWS_642549_1
1515-1/2025/E1
Open Tender
Civil Works - Roads
90 days
MUNICIPAL OFFICE, JAYANKONDAM
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹2.1 L
MUNICIPAL OFFICE JAYANKONDAM
29 Jan 2026
12 Jan 2026
28 Jan 2026
12 Jan 2026
28 Jan 2026
12 Jan 2026
14 Jan 2026
ORDINARY SOIL (SS20B) Earth work excavating and depositing on bank with initial lead of 10m & initial lift of 2m 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 (SS20B).
Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam to a required thick specification including premixing the materials with water at OMC in mechnanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in Sub Base/Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5
Providing and laying Prime Coat over WBM/WMM surface using 7Kg of Emulsion Bitumen (SS1) per 10sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 502 of MORTH Rev-5
Providing and laying Tack Coat over WBM/WMM surface (treatedwithprimer) using 2.50Kg of Bitumen Emulsion (RS1) per 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 503 of MORTH Rev-5
Providing and laying Tack Coat over WBM/WMM surface (treatedwithprimer) using 2Kg of Bitumen Emulsion (RS1) per 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 503 of MORTH Rev-5
Providing and laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50-13.20mm,0.25cum of 13.20-2.36mm and 0.23cum of 2.36mm &below and with 53.20 Kgs of VG30/VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMPsite,heating the bitumen and aggregate to required temperature and mixing the min required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to work site, spreading the mix to uniform thickness of 50mm with paver to the specified grades and cross sections and compacted by Vibratory/Pneumatic Roller to the required density etc.,including labou for attending to paver at site etc.,including hire charges and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher / 9m paver finisher, Vibratory/Pneumatic rollers and all other tools and plant required, including fuel and all other incidental charges etc.,complete a sper specification using CMP as per clause 505 MORTH Rev-5
Providing and laying Bituminous Concrete to 30mm thick using 0.13cum of 19.00-9.50mm,0.17cum of 9.50-2.36mm and 0.26cum of 2.36 and below by adding shreaded palstic waste 5.03kg over the aggregate 170 degree Celicious collected from municipal garbage at free of cost with 50.30 kgs 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 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm 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 attending to paver to site etc.,including hire charges and fuel charges for 20-30t CMP with bitumen boiler, tippertrucks, 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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