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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹56.5 LAccepted-AOC | ₹56.5 L | 1 | Accepted-AOC lowest price |
| 2 | 2₹56.8 LRejected-Finance | ₹56.8 L | 2 | Rejected-Finance highest price |
| Sl No | Description | Qty | Unit | M M KARTHIKEYAN L2 | H SRI HARI L1 |
|---|---|---|---|---|---|
| 1.00BT ROAD | |||||
| 1.01 | Construction of Granular Sub-base by providing close graded material, mixing in a machanical plant at OMC, carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to acheive the desired density,Complete as per clause 401 of MORTH. | 546 | M3 | 2,250 ₹12.3 L | 2,202 ₹12.0 L |
| 1.02 | Providing and Laying, Spreading and Compacting graded stone aggregates to WET MIX MECADAM Specification in 250mm thick specification including premixing the materials with water at OMC in mechanical mix plant Carriage of mixed materials by tipper to work 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 materials,labour charges,rentals for machinery,fuel and all other incidental charges etc complete as per clause 406 of MORTH Specification. | 364 | M3 | 2,513.31 ₹9.1 L | 2,513.31 ₹9.1 L |
| 1.03 | Providing and laying Prime coat over WMM surface using 7 kg of Emulsion bitumen (Ss1) per 10 sqm area for preparatory of surface including cost of material, labour charges rentals for machinery,fuel and all other incidental charges etc complete as per clause 502 of MORTH Specifications | 3,638 | M2 | 85.62 ₹3.1 L | 85.62 ₹3.1 L |
| 1.04 | Providing and laying Tack coat over WMM surface using 2.5 kg of Emulsion bitumen (Rs1) per 10 sqm area for preparatory of surface including cost of material, labour charges rentals for machinery,fuel and all other incidental charges etc complete as per clause 503of MORTH Specifications | 3,638 | M2 | 19.55 ₹71,122.90 | 19.55 ₹71,122.90 |
| 1.05 | 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 (VG30) 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 50 mm 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, power 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. | 182 | M3 | 10,615.2 ₹19.3 L | 10,615.2 ₹19.3 L |
| 1.06 | Providing and laying Bituminous concrete to 30mm thick using 0.13 cum of 19.00-9.50 mm, 0.13cum of 9.50-2.36 mm and 0.26cum of 2.36mm and below with 46.28kgs of VG 30 /VG 40 bitumen 4.02 shredded plastic waste for 10 sqm 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 tonnes capacity, conveying the mix by tipper trucks to paver site spreading the mix to uniform thickness of 40 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 labor for attending to paver 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 fule and all other incidental charges etc., complete as per specification using CMP as for clause 507of MORTH Rev-5. | 109.5 | M3 | 11,166.34 ₹12.2 L | 11,166.34 ₹12.2 L |
Tender Value
₹68 L
EMD Value
₹68,000
Closing Date
19 Feb 2026, 3:00 pmClosed
THE EXECUTIVE OFFICER, PARAVAI TOWN PANCHAYAT
THE EXECUTIVE OFFICER, PARAVAI TOWN PANCHAYAT
Paravai Town Panchayat Providing BT road at Ward No.7 Bavanpathi Nagar,Shivani Nagar, Siva Nagar And SivaSakyhi Nagar Paravai Town Panchayat
2026_DTP_657892_1
35/2026
Open Tender
Civil Works - Roads
12 days
PARAVAI
Please refer Tender documents.
1 document required · 1 mandatory
₹0
₹68,000
25 Mar 2026
14 Feb 2026
19 Feb 2026
14 Feb 2026
19 Feb 2026
14 Feb 2026
BT ROAD
Construction of Granular Sub-base by providing close graded material, mixing in a machanical plant at OMC, carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to acheive the desired density,Complete as per clause 401 of MORTH.
Providing and Laying, Spreading and Compacting graded stone aggregates to WET MIX MECADAM Specification in 250mm thick specification including premixing the materials with water at OMC in mechanical mix plant Carriage of mixed materials by tipper to work 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 materials,labour charges,rentals for machinery,fuel and all other incidental charges etc complete as per clause 406 of MORTH Specification.
Providing and laying Prime coat over WMM surface using 7 kg of Emulsion bitumen (Ss1) per 10 sqm area for preparatory of surface including cost of material, labour charges rentals for machinery,fuel and all other incidental charges etc complete as per clause 502 of MORTH Specifications
Providing and laying Tack coat over WMM surface using 2.5 kg of Emulsion bitumen (Rs1) per 10 sqm area for preparatory of surface including cost of material, labour charges rentals for machinery,fuel and all other incidental charges etc complete as per clause 503of 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 (VG30) 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 50 mm 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, power 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, 0.13cum of 9.50-2.36 mm and 0.26cum of 2.36mm and below with 46.28kgs of VG 30 /VG 40 bitumen 4.02 shredded plastic waste for 10 sqm 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 tonnes capacity, conveying the mix by tipper trucks to paver site spreading the mix to uniform thickness of 40 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 labor for attending to paver 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 fule and all other incidental charges etc., complete as per specification using CMP as for clause 507of MORTH Rev-5.
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