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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹37.6 LAccepted-AOC | ₹37.6 L | 1 | Accepted-AOC Less rate quoted by bidder |
| 2 | 2₹44.2 LRejected-Finance 97 1 YADHAVA STREET VELIPATTINAM RAMANATHAPURAM 523504 | 523504 | ₹44.2 L | 2 | Rejected-Finance Less rate quoted by bidder |
| 3 | 3₹46.6 LRejected-Finance | ₹46.6 L | 3 | Rejected-Finance Above rate quoted by bidder |
| 4 | 4₹47.2 LRejected-Finance NO 4 ARANMANAI RAMASAMY KOTHANAR WEST STREET RAMANATHAPURAM | RAMANATHAPURAM | TAMIL NADU | 623115 | ₹47.2 L | 4 | Rejected-Finance Above rate quoted by bidder |
| 5 | 5₹49.1 LRejected-Finance | ₹49.1 L | 5 | Rejected-Finance Above rate quoted by bidder |
| Sl No | Description | Qty | Unit | J SURESH KANNAN | G SIVAKUMAR | NATHAN AND CO | VENKATESWARA CONSTRUCITON | JEEVANANTHAM CONSTRUCTION |
|---|---|---|---|---|---|---|---|---|
| 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. | 242 | One Cubic Meter | 7,48,264 ₹7.5 L | 7,50,200 ₹7.5 L | 6,05,000 ₹6.0 L | 7,16,457.94 ₹7.2 L | 7,46,388.5 ₹7.5 L |
| 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 | 2,419 | One SquareMeter | 1,95,939 ₹2.0 L | 2,41,900 ₹2.4 L | 1,69,330 ₹1.7 L | 1,88,319.15 ₹1.9 L | 1,96,180.9 ₹2.0 L |
| 3.00 | 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 | 3,180 | One SquareMeter | 56,922 ₹56,922 | 63,600 ₹63,600 | 47,700 ₹47,700 | 54,950.4 ₹54,950.40 | 1,59,000 ₹1.6 L |
| 4.00 | 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. | 159 | One Cubic Meter | 18,24,366 ₹18.2 L | 19,08,000 ₹19.1 L | 14,62,800 ₹14.6 L | 17,16,411.36 ₹17.2 L | 17,88,114 ₹17.9 L |
| 5.00 | Providing and laying Bituminous Concrete to 40mm thick using 0.13 cum of 19.00 - 9.50mm, 0.17cum of 9.50 -2.36mm and 0.26cum of 2.36 and below with 50.30kgs 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 20-30ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 30mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10tonne 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, 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. | 96 | One Cubic Meter | 11,27,712 ₹11.3 L | 12,00,000 ₹12 L | 9,02,400 ₹9.0 L | 10,68,023.04 ₹10.7 L | 11,12,640 ₹11.1 L |
| 6.00 | Add GST - 18% | 1 | One Number | 7,11,576.54 ₹7.1 L | 7,49,466 ₹7.5 L | 5,73,701.4 ₹5.7 L | 6,73,949.14 ₹6.7 L | 7,20,418.21 ₹7.2 L |
Tender Value
₹47.4 L
EMD Value
₹47,400
Closing Date
25 Jun 2025, 3:00 pmClosed
COMMISSIONER RAMANATHAPURAM MUNICIPALITY
Annal Gandi Adigal Salai Ramanathapuram
Ramanathapuram Municipality - General Fund (Pac-6) BT Roads at Thaipiriyan Street - 135003R029 and Koorisatha Iyyanar Koil Street - 135026R286
2025_MAWS_572317_1
878/2025/E1-6
Open Tender
Civil Works - Roads
180 days
RAMANATHAPURAM MUNICIPALITY
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹47,400
9 Dec 2025
23 Jun 2025
25 Jun 2025
23 Jun 2025
25 Jun 2025
23 Jun 2025
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 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 40mm thick using 0.13 cum of 19.00 - 9.50mm, 0.17cum of 9.50 -2.36mm and 0.26cum of 2.36 and below with 50.30kgs 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 20-30ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 30mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10tonne 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, 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.
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