Municipal Administration And Water Supply Department Tender

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Municipal Administration And Water Supply Department - MAWS Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date2 Sep 2024
Closing Date5 Sep 2024
Tender AmountRefer Documents 
Notes
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Costs

Description

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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

320

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Providing and laying Tack Coat over WMM surface using 2.50 Kg Bitumen Emulsion (RS1) per ten square meters for preparatory to another bituminous construction over it including cost of material,labour charges, rental for machinery,fuel and all other incidental charges etc., complete as per Clause 503 of MORTH Rev-5

320

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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

16

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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 quantity 5.03kgs( 50.3 x10%=5.03 Kg) shredded plastic waste ( Supplied at free of cost) over the aggregate heated to 170 degree celcious in central hot mix plant , mixed well with 45.27 kgs of hot bitumen of VG30 / VG40 bitumen (160 degree celcious) 60/70 grade for premixing per 10sqm lay 30mm compacted thick of bituminious concrete including the cost of materials and conveyance of all 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 20-30 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 80-100 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 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. Specification

9.8

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