Municipal Administration And Water Supply Department Tender

Providing and laying Bituminous concrete to 30mm thick using 0.13 cum of 19.00-9.50 mm graded metal and 0.17 cum of 9.50-2.36 mm graded metal and 0.26 cum of 2.36 mm & below metal by adding theshredded plastic 10% of Bitumen quantity 5.03Kg (50.30x10%=5.03kg) shredded plastic waste over the aggregate heated to 170 degree celcious in the central hot mix plant, mixed well with 45.27 kgs of hot bitumen VG30 Bitumen (160 degree celcious) 60/70 grade for premixing per 10 sqm to lay 30mm complacted thick of bituminious concrete including the cost of materials and conveyance of all materials to CMP site, heating the bitumen and agregates to the required temperature and mixing the minimum 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 30mm with mechanical paver ( Hydrostatic Paver finisher with sensor control ) to the specified grades and cross sections and consolidated by 80-100 KN Vibratory Roller / Pneumatic roller to there required density etc., inclduing 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 CMP with bitumen boiler, tipper trucks paver finisher /9m paver finisher, Vibratory / Pneumatic rollers and all other tools and plants required, including all other incidental charges etc., complete as per specification using CMP clause 507 of MORTH REV -5 specifications. and IRC SP 098 for palstic waste usage

Earth work excavation for foundation in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders, sand, silt or other loose soil and to full depth as may be directed except in hardrock reqiring blasting inclusive of shoring shuttering and bailing out water wherever necessary refilling the sides of foundation with excavated soil other than sand in layers of 15cm thick well rammed and completed depositing the surplus excavated soil with in the compound in places shown by the departmental officrs with initial lead and lifts and cleaning, levelling, the site etc., complete as per SS 20B for foundation

Providing and laying ,spreading and compacting graded stone aggregate to wet mix macadam (WMM ) soecification 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 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.