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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAdmitted-Finance SALEM TAMIL NADU | ₹1.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.8 Cr+₹11.5 L (6.75%)Admitted-Finance 53 19 BRINDABON MULLICK LANE KADAMTALA HOWRAH WEST BENGAL 711101 | HOWRAH | WEST BENGAL | 711101 | ₹1.8 Cr+₹11.5 L (6.75%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | D KAMARAJ L1 | PHOENIX & CO L2 |
|---|---|---|---|---|---|
| 1.00 | Preparing the Existing surface to laying the road to Proper Gradient and remove the loose soil without damage the Water Supply and other Pipe lines. The Rate inclusive of all charges such as Earth work and remove the same away from the site etc, complete as per standard specifications. | 4,096 | m3 | 119 ₹4,87,424 Lowest | 125 ₹5,12,000 |
| 2.00 | Providing Granular surface base to the required surface using murram, Granular soil of size varying from 4mm to 75mm including cost of material and cost of labour for stacking, spreading and consolidating layer by layer (Each layer not exceeding 100mm) including hire charges of Roller etc, complete as per the direction of Departmental officers. | 1,292 | m3 | 1,617 ₹20,89,164 Lowest | 1,725 ₹22,28,700 |
| 3.00 | Providing and laying Wet mix macadam base course of 250mm compacted thicknes in two layers of 125mm thick or else as specified on the prepared sub-base with graded stone aggregate and granular of quality size and grading in layers specified,including mixing in base mix plant spreading in uniform layer with motor grader and compaction with vibrating roller of 80 to 100 KN static weight and fine dressing to required grade and cross slope as shown on the drawing equipments as per technical specification clause 406. | 1,829 | m3 | 2,066 ₹37,78,714 Lowest | 2,125 ₹38,86,625 |
| 4.00 | Providing and laying Prime coat over WMM surface using 7 Kg of bitumen emulsion per 10 Sqm area including labour charges for preparing the surface and applying the required quantity of bitumen as prime coat etc, complete as directed by the departmental officer. | 12,192 | m2 | 74.8 ₹9,11,961.6 Lowest | 78 ₹9,50,976 |
| 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 | 12,192 | m2 | 16.6 ₹2,02,387.2 Lowest | 20 ₹2,43,840 |
| 6.00 | 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 | 610 | m3 | 9,652 ₹58,87,720 Lowest | 10,150 ₹61,91,500 |
| 7.00 | Providing and laying Bituminous Concrete to 30mm 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 metal by adding the shredded plastic 10% of bitumen quality 5.03 kg (50.30 x 10% = 5.03 Kg) shredded plastic waste over the aggregate heated to 170 degree Celsius in the central hot mix plant mixed well with 45.27 kgs of hot bitumen vG30 bitumen (160 degree celsius) 60/70 grade for premixing per 10 sqm to lay 30mm compacted thick of bituminous concrete including the cost of materials to CMP site, heating the bitumen and aggregate to the required temperature and mixing the minimum required temperature in central hot mix plant 20-30 ton 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 80-100KN 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 to site etc., including hire charges and fuel charges for 20-30 ton CMP with bitumen boiler, tipper trucks, Paver finisher / 9mm 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 as MORTH Rev-5. | 366 | m3 | 9,910 ₹36,27,060 Lowest | 11,250 ₹41,17,500 |
| 8.00Add Goods and Service Tax 18% | |||||
Tender Value
₹2.1 Cr
EMD Value
₹2.1 L
Closing Date
30 Jun 2023, 3:00 pmClosed
The Commissioner, Tharamangalam Municipality
The Commissioner, Tharamangalam Municipality, Tharamangalam-636502, Salem district
Tharamangalam Municipality-Providing improvement Road works at various street in Tharamangalam Municipality
2023_MAWS_328139_1
465/2023/A1
Open Tender
Civil Works - Roads
Works
90 days
Tharamangalam Municipalit at various streets
Refer bid document
3 documents required · 3 mandatory
₹0
₹2.1 L
Tharamangalam Municipal Office
10 Jul 2023
16 Jun 2023
30 Jun 2023
16 Jun 2023
30 Jun 2023
16 Jun 2023
22 Jun 2023
Amount
Preparing the Existing surface to laying the road to Proper Gradient and remove the loose soil without damage the Water Supply and other Pipe lines. The Rate inclusive of all charges such as Earth work and remove the same away from the site etc, complete as per standard specifications.
Providing Granular surface base to the required surface using murram, Granular soil of size varying from 4mm to 75mm including cost of material and cost of labour for stacking, spreading and consolidating layer by layer (Each layer not exceeding 100mm) including hire charges of Roller etc, complete as per the direction of Departmental officers.
Providing and laying Wet mix macadam base course of 250mm compacted thicknes in two layers of 125mm thick or else as specified on the prepared sub-base with graded stone aggregate and granular of quality size and grading in layers specified,including mixing in base mix plant spreading in uniform layer with motor grader and compaction with vibrating roller of 80 to 100 KN static weight and fine dressing to required grade and cross slope as shown on the drawing equipments as per technical specification clause 406.
Providing and laying Prime coat over WMM surface using 7 Kg of bitumen emulsion per 10 Sqm area including labour charges for preparing the surface and applying the required quantity of bitumen as prime coat etc, complete as directed by the departmental officer.
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 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, 0.17cum of 9.50 -2.36mm and 0.26cum of 2.36 and below metal by adding the shredded plastic 10% of bitumen quality 5.03 kg (50.30 x 10% = 5.03 Kg) shredded plastic waste over the aggregate heated to 170 degree Celsius in the central hot mix plant mixed well with 45.27 kgs of hot bitumen vG30 bitumen (160 degree celsius) 60/70 grade for premixing per 10 sqm to lay 30mm compacted thick of bituminous concrete including the cost of materials to CMP site, heating the bitumen and aggregate to the required temperature and mixing the minimum required temperature in central hot mix plant 20-30 ton 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 80-100KN 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 to site etc., including hire charges and fuel charges for 20-30 ton CMP with bitumen boiler, tipper trucks, Paver finisher / 9mm 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 as MORTH Rev-5.
Add Goods and Service Tax 18%
PHOENIX & CO
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