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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.4 CrAccepted-AOC | ₹1.4 Cr | 1 | Accepted-AOC Bidder L1 has quoted less than estimate value |
| 2 | 2₹1.4 CrRejected-Finance 191 CHERAN THOZHILALAR COLONY 9TH STREET DHARAPURAM ROAD MU CHETTIPALAYAM TIRUPPUR 641 606 TAMIL NADU | TIRUPPUR | TAMIL NADU | 641606 | ₹1.4 Cr | 2 | Rejected-Finance Bidder has quoted rate more than L1 |
| Sl No | Description | Qty | Unit | V.P.Azhagaiyan L1 | M/s. Hari Constructions L2 |
|---|---|---|---|---|---|
| 1.00 | Picking 5cm to 10cm old metalled surface and sectioning the Existing surface to laying the road to Proper Gradient and remove the loose soil without damage the Water Supply Pipes. The Rate inclusive of all charges etc, complete as per standard specifications. | 7,362 | M³ | 83.5 ₹6.1 L | 23 ₹1.7 L |
| 2.00 | 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. | 737 | M³ | 2,260.5 ₹16.7 L | 2,400 ₹17.7 L |
| 3.00 | Providing and laying Prime coat of 7 kgs/10 sqm over the WMM surface treated with primer using 7 kgs of bituminous Emulsion for 10 square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as prime coat manually etc., complete. | 7,362 | M² | 80 ₹5.9 L | 85 ₹6.3 L |
| 4.00 | Providing and laying Tack coat of 2.5 kgs/10 sqm over the Prime surface treated with binder using 2.5 kgs of bituminous Emulsion for 10 square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as tack coat manually etc., complete. | 7,362 | M² | 18.5 ₹1.4 L | 20 ₹1.5 L |
| 5.00 | Providing and laying tack coat of 2 kgs/10 sqm over the Existing BT surface treated with binder using 2 kgs of bituminous Emulsion for 10 square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as tack coat manually etc., complete. | 9,367 | M² | 27.5 ₹2.6 L | 29 ₹2.7 L |
| 6.00 | Providing and laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50-13.20mm graded metal, 0.25 cum of 13.20-2.36mm graded metal and 0.23 cum of 2.36mm & below and with 53.20Kgs 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 in required templerature for uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and compacted by 80-100 KN Vibratory / Pneumatic Roller to the required density etc., including labour 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 CMP with bitumen boiler, tipper trucks, Paver Finisher /9m paver finisher, Vibratory / Pneumatic rollers and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP. | 369 | M³ | 9,555 ₹35.3 L | 10,500 ₹38.7 L |
| 7.00 | Providing and laying Bituminous Concrete to 30mm thick using 0.13 cum of 19.00-9.50mm graded metal, 0.17 cum of 9.50-2.36mm graded metal and 0.26 cum of 2.36mm & below metal by adding the shredded plastic waste equal to 10% of bitumen quantity 5.03Kg (50.30 x 10% = 5.03Kg) over the aggregate heated to 170 degree in CMP mixed well with 45.27 Kg of hot bitumen VG30 / VG40 Bitumen (160 degree celcious) 60/70 grade for premixing per 10 sqm to lay 30mm compacted thick bituminious concrete including the cost and conveyance of all materials to C M P site, heating the bitumen and agregates to the required temperature and mixing with minimum 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 30mm with mechanical paver to the specified grades and cross sections and consolidated by 80-100 KN Vibratory Roller / Pneumatic roller to the required density etc., including labour 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 20-30 t C M P with bitumen boiler, tipper trucks, paver finisher/9m paver finisher, Vibratory/Pneumatic rollers and all other tools and plants required, including fuel all other incidental charges etc., complete as per specification using CMP. | 502 | M³ | 9,947 ₹49.9 L | 10,500 ₹52.7 L |
Tender Value
₹1.6 Cr
EMD Value
₹1.6 L
Closing Date
9 Feb 2026, 3:00 pmClosed
Commissioner
Commissioner, Tiruppur City Municipal Corporation
PACKAGE NO_03
2026_MAWS_646662_3
9730/2025/SS1-6
Open Tender
Civil Works - Roads
90 days
Tiruppur City Municipal Corporation
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹1.6 L
Tiruppur City Municipal Corporation
14 Mar 2026
24 Jan 2026
9 Feb 2026
24 Jan 2026
9 Feb 2026
24 Jan 2026
30 Jan 2026
Picking 5cm to 10cm old metalled surface and sectioning the Existing surface to laying the road to Proper Gradient and remove the loose soil without damage the Water Supply Pipes. The Rate inclusive of all charges etc, complete as per standard specifications.
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.
Providing and laying Prime coat of 7 kgs/10 sqm over the WMM surface treated with primer using 7 kgs of bituminous Emulsion for 10 square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as prime coat manually etc., complete.
Providing and laying Tack coat of 2.5 kgs/10 sqm over the Prime surface treated with binder using 2.5 kgs of bituminous Emulsion for 10 square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as tack coat manually etc., complete.
Providing and laying tack coat of 2 kgs/10 sqm over the Existing BT surface treated with binder using 2 kgs of bituminous Emulsion for 10 square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as tack coat manually etc., complete.
Providing and laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50-13.20mm graded metal, 0.25 cum of 13.20-2.36mm graded metal and 0.23 cum of 2.36mm & below and with 53.20Kgs 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 in required templerature for uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and compacted by 80-100 KN Vibratory / Pneumatic Roller to the required density etc., including labour 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 CMP with bitumen boiler, tipper trucks, Paver Finisher /9m paver finisher, Vibratory / Pneumatic rollers and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP.
Providing and laying Bituminous Concrete to 30mm thick using 0.13 cum of 19.00-9.50mm graded metal, 0.17 cum of 9.50-2.36mm graded metal and 0.26 cum of 2.36mm & below metal by adding the shredded plastic waste equal to 10% of bitumen quantity 5.03Kg (50.30 x 10% = 5.03Kg) over the aggregate heated to 170 degree in CMP mixed well with 45.27 Kg of hot bitumen VG30 / VG40 Bitumen (160 degree celcious) 60/70 grade for premixing per 10 sqm to lay 30mm compacted thick bituminious concrete including the cost and conveyance of all materials to C M P site, heating the bitumen and agregates to the required temperature and mixing with minimum 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 30mm with mechanical paver to the specified grades and cross sections and consolidated by 80-100 KN Vibratory Roller / Pneumatic roller to the required density etc., including labour 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 20-30 t C M P with bitumen boiler, tipper trucks, paver finisher/9m paver finisher, Vibratory/Pneumatic rollers and all other tools and plants required, including fuel all other incidental charges etc., complete as per specification using CMP.
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