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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAdmitted-Finance | ₹1.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.5 Cr+₹6.1 L (4.23%)Admitted-Finance 26 10 627 759 | TENKASI | TAMIL NADU | 627759 | ₹1.5 Cr+₹6.1 L (4.23%) | L2 | Admitted-Finance |
| 3 | L3₹1.6 Cr+₹10.8 L (7.48%)Admitted-Finance 26 10B KRISHNAPURAM KADAIYANALLUR TENKASI TALUK TENKASI 627 759 | TENKASI | TAMIL NADU | 627759 | ₹1.6 Cr+₹10.8 L (7.48%) | L3 | Admitted-Finance |
| 4 | L4₹1.6 Cr+₹14.8 L (10.2%)Admitted-Finance | ₹1.6 Cr+₹14.8 L (10.2%) | L4 | Admitted-Finance |
| 5 | L5₹1.6 Cr+₹15.3 L (10.6%)Admitted-Finance | ₹1.6 Cr+₹15.3 L (10.6%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | N. Ravichandran L2 | K Rajamohammed L3 | M CHINNA THAMBI L5 | M Shanmugavelu L4 | SUBBIAH ARUMUGAM L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth Work Ordinary Soil (SS20B) earth work excavating and depositing on bank with initial lead of 10m & initial lift of 2m in sand or other loose soil, wet sand or silt not under water, light black cotton soil, sandy loam and ordinary soil including excavated earth (SS20B)PWAD P-23-24 | 283 | M3 | 74 ₹20,942 | 76.4 ₹21,621.2 | 79 ₹22,357 | 78.37 ₹22,178.71 | 71.1 ₹20,121.3 Lowest |
| 2.00 | Removal of Excavated Excess away from the site to 5 K.M including loading and transportation charges etc., complete as per standard specification For 1 M3 | 199 | M3 | 66.5 ₹13,233.5 | 68.4 ₹13,611.6 | 71 ₹14,129 | 70.72 ₹14,073.28 | 63.6 ₹12,656.4 Lowest |
| 3.00 | Providing laying, 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 w | 283 | M3 | 2,026.5 ₹5,73,499.5 | 2,090 ₹5,91,470 | 2,149 ₹6,08,167 | 2,143.29 ₹6,06,551.07 | 1,944.6 ₹5,50,321.8 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 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 as per 502 of MORTH Rev V Specifications | 2,828 | M2 | 73 ₹2,06,444 | 75.1 ₹2,12,382.8 | 77 ₹2,17,756 | 77.1 ₹2,18,038.8 | 69.9 ₹1,97,677.2 Lowest |
| 5.00 | 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 as per 503 of MORTH Rev V Specifications | 2,828 | M2 | 16 ₹45,248 | 16.5 ₹46,662 | 17 ₹48,076 | 16.97 ₹47,991.16 | 15.4 ₹43,551.2 Lowest |
| 6.00 | 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 | 19,224 | M2 | 23.5 ₹4,51,764 | 24.2 ₹4,65,220.8 | 25 ₹4,80,600 | 24.83 ₹4,77,331.92 | 22.5 ₹4,32,540 Lowest |
| 7.00 | Providing and laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50-13.20mm, 0.25 cum of 13.20-2.36mm 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 worksite, spreading the mix to uniform thickness of 50mm with paver to the specified grades and cross sections and compacted by Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver at 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 fuel and all other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH Rev-5 | 910 | M3 | 9,153.5 ₹83,29,685 | 9,439.1 ₹85,89,581 | 9,708 ₹88,34,280 | 9,680.56 ₹88,09,309.6 | 8,782.7 ₹79,92,257 Lowest |
| 8.00 | Providing and laying Bituminous Concrete to 30mm thick using 0.13 cum of 19.00 - 9.50mm graded metal, 0.17cum of 9.50 -2.36mm graded metal and 0.26cum of 2.36 and below metal by adding theshredded plastic 10% of bitumen quantity 5.03kg (50.030 X 10%=5.03Kg) shredded plastic waste over the aggregate heated to 170 degree celcious in the central hot mix plant, mixed well with 45.27kgs of hot bitumen VG30 bitumen 160 degree celcious 60/70 grade for premixing per 10sqm to lay 30mm compacted thick of bituminious concrete including the cost of materials 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 in the required temperature for to uniform thickness of 30mm with mechanical paver to the specified grades and cross sections and consolidated 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 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. | 580 | M3 | 9,377.5 ₹54,38,950 | 9,668.9 ₹56,07,962 | 9,946 ₹57,68,680 | 9,917.71 ₹57,52,271.8 | 8,996.5 ₹52,17,970 Lowest |
Tender Value
Refer Docs
EMD Value
₹1.8 L
Closing Date
23 Feb 2024, 3:00 pmClosed
Commissioner, Puliyangudi municipality 627855
Municipal office, Subramaniasamy south north street Puliyangudi 627855
Restoration of damaged BT surface at Indira nagar south st 142011R065 Indira south 1st st 142011R067 Indira nagar south 2nd st 142011R068 Indira south A st 142011R074 Indira nagar south 1st st 142011R078 Indira south 2nd st 142011R071 Indira nagar 3r
2024_MAWS_422345_1
0065/2024/E1
Open Tender
Civil Works - Roads
Works
120 days
Commissioner, Puliyangudi municipality 627855
class I
2 documents required · 2 mandatory
₹0
₹1.8 L
28 Feb 2024
10 Feb 2024
23 Feb 2024
10 Feb 2024
23 Feb 2024
10 Feb 2024
Amount
Earth Work Ordinary Soil (SS20B) earth work excavating and depositing on bank with initial lead of 10m & initial lift of 2m in sand or other loose soil, wet sand or silt not under water, light black cotton soil, sandy loam and ordinary soil including excavated earth (SS20B)PWAD P-23-24
Removal of Excavated Excess away from the site to 5 K.M including loading and transportation charges etc., complete as per standard specification For 1 M3
Providing laying, 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 w
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 as per 502 of MORTH Rev V Specifications
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 as per 503 of MORTH Rev V 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 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50-13.20mm, 0.25 cum of 13.20-2.36mm 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 worksite, spreading the mix to uniform thickness of 50mm with paver to the specified grades and cross sections and compacted by Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver at 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 fuel and all other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH Rev-5
Providing and laying Bituminous Concrete to 30mm thick using 0.13 cum of 19.00 - 9.50mm graded metal, 0.17cum of 9.50 -2.36mm graded metal and 0.26cum of 2.36 and below metal by adding theshredded plastic 10% of bitumen quantity 5.03kg (50.030 X 10%=5.03Kg) shredded plastic waste over the aggregate heated to 170 degree celcious in the central hot mix plant, mixed well with 45.27kgs of hot bitumen VG30 bitumen 160 degree celcious 60/70 grade for premixing per 10sqm to lay 30mm compacted thick of bituminious concrete including the cost of materials 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 in the required temperature for to uniform thickness of 30mm with mechanical paver to the specified grades and cross sections and consolidated 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 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.
N. Ravichandran
K Rajamohammed
M Shanmugavelu
M CHINNA THAMBI
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