Relaying BT Road at Panagal Road (115030R04175), Panangal Road (115030R04187) in Ward no - 30

Charges for Cutting the BT Surface to 5 to 7 cm depth using milling machine conveying the milled waste materials to atleast for 20 km distance including hire and running charges for the machine. Conveyance charges. Unloading at unobjectionable place. cleaning the milled surface as to avoid slippery including all other incidental and unforeseen items etc, complete as per the direction of the departmental officers

Providing and laying tack coat of 2 kgs/10 sqm over the 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 as per 503 of MORTH Rev V Specifications

Providing and laying 50 mm compacted thick dense bituminous macadam using 0.24cum of 26.5-13.2mm graded metal and 0.25cum of 13.2-2.36mm graded metal and 0.23cum of 2.36mm &below metal with 53.20kgs of 60/70 bitumen for premixing per 10sqm including cost and convey ance of all materials to CMP site, heating the bitumen and agregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 tonnes capacity conveying the mix by tipper trucks to paversite, spreading the mixin required temperature for uniform thickness of 50mm with mechanical paver to the specified grade sand cross sections and compaction by Vibratory roller to the required density etc.,including labourcharges forloading bitumenin to bitumen tank and metal to feeder unit, labour for attending to paver site etc., including hirecharges and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, paver finisher, vibratory roller sand all other tools and plants required, including all other incidental charges etc.,complete using CMP clause 505of MORTH Rev-5 specifications.

Providing and laying 30/40 mm consolidated thick semi dense bituminous macadam using 3 kg of shredded municipal plastic waste of 4.35 mm size and using 0.19 cum of 11.2 mm IRC size HBG metal and 0.115 cum of 6.70 mm IRC size HBG metal and 0.063 cum of 2.80mm of below metal by adding the shredded plastic waste over the aggregate heated to 170 degree celcious in the central hot mix plant, mixed well with 24.00 kgs of hot bitumen (160 degree celcious) 60 / 70 grade for premixing per 10 sqm, to lay 25 mm compacted thick of SDBC including the cost of material (the cost of municipal plastic waste obtained by the contractor from the municipality will be recovered) and conveyance of all materials to site, cost of heating the aggregate and mixing the shredded plastic with the hot aggregate and heating the bitumen to required temperature and mixing the minequired temperature incentral hot mix plant 20 - 30 ton capacity. Conveying the mix by tipper trucks to paver site, spreading the mix inrequired temperature for uniform thick ness of 25 mm with mechanical paver to the specified grade s cross section sand compaction b80 - 100 kn after providing tack coat over the required surface using the required bituminous binder etc, complete as per 507 clause of MORTH Specification.

Supply of FRC Manhole 600 mm size dia cover with frame including cost of conveyance loading fixing the same etc complete

Rising the existing circular man hole in heavy type including the removing the existing the man hole cover with frame and dismanting the existing the cement concrete wall and tar road surface around the manholes using 1:2:4 20mm (one cement twosand and four aggregate)2cm height including centering in side the manhole raising laying 15cm tk cement concrete 1:2:4 with 20mm chips for finishing the top surface of manhole etc complete.

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