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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAccepted-AOC NO 5 8 KANKATTI ALA PERIYAKUTTY MADUVU POST VAZHAPPADI TALUK SALEM 636101 | SALEM | SALEM | TAMIL NADU | 636101 | ₹1.7 Cr Quoted ₹1.4 Cr | L1 | Accepted-AOC lowest bid |
| 2 | L2₹1.5 Cr+₹3.1 L (2.15%)Rejected-Finance KOODUTHURAIPATTI KONGARAPATTI PO HARUR TK DHARMAPURI DISTRICT | ₹1.5 Cr+₹3.1 L (2.15%) | L2 | Rejected-Finance rejected |
| Sl No | Description | Qty | Unit | VEDIAPPAN L2 | Selliamman constructions L1 |
|---|---|---|---|---|---|
| 1.00 | Earthwork excavation for section and levelling and depositing on bank with in all leads of 10m and initial lift 0f 2m of sand, soil or other loose soil, wet sand or silt noy under water, light black cotton soil, sandy foam and ordinary soil including gradient earth etc., complete as per standard specification | 216 | CUM | 200 ₹43,200 | 165 ₹35,640 Lowest |
| 2.00 | Picking the Existing old metalled surface from 50 mm to 100 mm thick surface without damaging the existing base course and cleaning the site etc.., complete | 5,930 | SQM | 25 ₹1,48,250 | 23.41 ₹1,38,821.3 Lowest |
| 3.00 | 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. | 809 | CUM | 2,500 ₹20,22,500 | 2,460 ₹19,90,140 Lowest |
| 4.00 | 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 | 8,085 | CUM | 90 ₹7,27,650 | 88 ₹7,11,480 Lowest |
| 5.00 | 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 | 8,085 | SQM | 25 ₹2,02,125 | 21 ₹1,69,785 Lowest |
| 6.00 | Providing and laying tack coat of 2.0 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 | 4,705 | SQM | 35 ₹1,64,675 | 30 ₹1,41,150 Lowest |
| 7.00 | 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 VG 30 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. | 640 | CUM | 10,750 ₹68,80,000 | 10,595 ₹67,80,800 Lowest |
| 8.00 | Providing and laying Bituminous Concrete to 30 mm thick using 0.13 cum of 19.00-9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 47.28 kgs of VG30 bitumen 83.02 kg of Plastic waste for premixing per 10sqm 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 centralhot 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 20-30 t 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 | 384 | CUM | 11,250 ₹43,20,000 | 11,030 ₹42,35,520 Lowest |
Tender Value
₹1.7 Cr
EMD Value
₹1.7 L
Closing Date
23 Jan 2026, 3:00 pmClosed
The commissioner,Gobichettipalayam
The commissioner,Gobichettipalayam
Providing BT surface JAYARAM EXTENSION - 2 057002R0042, KARUMAYA STREET 2 057007R0193, KARUMAYA 3RD STREET 057008R0200, JS NAGAR 3rd Street 057009R0238, SRI NAGAR 057012R0381, Sri Nagar 1st Street 057012R0382, PUGAZENTHI STREET TO SARADHA MARIAYAMMA
2026_MAWS_642802_1
2599/2025/E1
Open Tender
Civil Works - Roads
Works
Municipal area Gobichettipalayam
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹1.7 L
Yes
19 Apr 2026
13 Jan 2026
23 Jan 2026
13 Jan 2026
23 Jan 2026
13 Jan 2026
Earthwork excavation for section and levelling and depositing on bank with in all leads of 10m and initial lift 0f 2m of sand, soil or other loose soil, wet sand or silt noy under water, light black cotton soil, sandy foam and ordinary soil including gradient earth etc., complete as per standard specification
Picking the Existing old metalled surface from 50 mm to 100 mm thick surface without damaging the existing base course and cleaning the site etc.., complete
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 tack coat of 2.0 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 VG 30 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 30 mm thick using 0.13 cum of 19.00-9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 47.28 kgs of VG30 bitumen 83.02 kg of Plastic waste for premixing per 10sqm 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 centralhot 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 20-30 t 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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