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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.3 CrAccepted-AOC 47 EZHIL NAGAR PUDUKKOTTAI 622 005 | PUDUKKOTTAI | TAMIL NADU | 622005 | L1 | Accepted-AOC Low Price | |
| 2 | L2₹3.6 Cr+₹32.5 L (9.95%)Rejected-AOC NO 2 TOWN HALL COMPLEX PUDUKKOTTAI 622001 | PUDUKKOTTAI | TAMIL NADU | 622001 | L2 | Rejected-AOC High Price | |
| 3 | L3₹3.8 Cr+₹49.0 L (15.0%)Rejected-AOC | L3 | Rejected-AOC High Price | |
| 4 | L4₹4.5 Cr+₹1.2 Cr (38.1%)Rejected-AOC 47 EZHIL NAGAR PUDUKKOTTAI 622 005 | PUDUKKOTTAI | TAMIL NADU | 622005 | L4 | Rejected-AOC High Price | |
| 5 | Rejected-Technical | - | Rejected-Technical Reject |
| Sl No | Description | Qty | Unit | JPS CONSTRUCTION L4 | PL R AND CO L3 | M MURUGESAN L1 | K INFRA L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | 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. | 2,082 | m3 | 3,300 ₹68,70,600 | 2,942.85 ₹61,27,013.7 | 2,559 ₹53,27,838 Lowest | 2,811 ₹58,52,502 |
| 2.00 | 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 | 13,878 | m2 | 125 ₹17,34,750 | 100.05 ₹13,88,493.9 | 87 ₹12,07,386 Lowest | 95 ₹13,18,410 |
| 3.00 | Providing and laying tack coat of 2.5kgs/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 Specifications | 13,878 | m2 | 35 ₹4,85,730 | 23 ₹3,19,194 | 20 ₹2,77,560 Lowest | 22 ₹3,05,316 |
| 4.00 | 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 | 14,280 | m2 | 45 ₹6,42,600 | 33.35 ₹4,76,238 | 29 ₹4,14,120 Lowest | 32 ₹4,56,960 |
| 5.00 | 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. | 1,408 | m3 | 15,000 ₹2,11,20,000 | 12,201.5 ₹1,71,79,712 | 10,610 ₹1,49,38,880 Lowest | 11,671 ₹1,64,32,768 |
| 6.00 | Providing and laying Bituminous concrete to 30mm thick using 0.13 cum of 19.00-9.50 mm graded metal and 0.17 cum of 9.50-2.36 mm graded metal and 0.26 cum of 2.36 mm & below metal with 45.27 kgs of 60/70 bitumen & 5.03Kg of Plastic waste (Total-50.30 kg) and 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 40mm / 30mm 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 507 of MORTH Rev-5 specifications. | 845 | m3 | 15,000 ₹1,26,75,000 | 12,696 ₹1,07,28,120 | 11,040 ₹93,28,800 Lowest | 12,144 ₹1,02,61,680 |
| 7.00 | Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflective glass beads @ 250gms per sqm area thickness of 2.5mm as per IRC: 35. The finished surface to be level, uniform and free from streaks and holes all complete as per Technical specifications and as directed by the Engineer - in- Charge | 1,337 | m2 | 1,200 ₹16,04,400 | 1,023.5 ₹13,68,419.5 | 889 ₹11,88,593 Lowest | 979 ₹13,08,923 |
Tender Value
₹4 Cr
EMD Value
₹4 L
Closing Date
19 Jan 2026, 3:00 pmClosed
Commissioner
Pudukkottai City Municipal Corporation
Providing improvement of road at Samathuvapuram Road (109009R001), Samathuvapuram Main Road (from Singamuthu iyanar kovil to periyar nagar)109004R1258, Visvakarma Nagar to vagavasal (29342R266) Pudukkottai City Municipal Corporation
2026_MAWS_640430_1
3405/2025/E1
Open Tender
Civil Works - Roads
Lump-sum
Pudukkottai
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹4 L
Pudukkottai City Municipal Corporation
7 Oct 2026
8 Jan 2026
19 Jan 2026
8 Jan 2026
19 Jan 2026
8 Jan 2026
12 Jan 2026
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 2.5kgs/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 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
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 30mm thick using 0.13 cum of 19.00-9.50 mm graded metal and 0.17 cum of 9.50-2.36 mm graded metal and 0.26 cum of 2.36 mm & below metal with 45.27 kgs of 60/70 bitumen & 5.03Kg of Plastic waste (Total-50.30 kg) and 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 40mm / 30mm 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 507 of MORTH Rev-5 specifications.
Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflective glass beads @ 250gms per sqm area thickness of 2.5mm as per IRC: 35. The finished surface to be level, uniform and free from streaks and holes all complete as per Technical specifications and as directed by the Engineer - in- Charge
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