Renewal of BT surfaces due to water supply woks at Manivasagar street, Manivasagar street 1st cross, Sankara eye hospital 2nd street, Sankara eye hospital 2nd street 2nd cross in ward no.30,Shajahan nagar main road, Shajahan nagar S-N road1, Shajaha

Amount

Earth Work Excavation in all Soils with initial lead and lifts etc., complete., complying with standard specification

Conveying of surplus earth from the site from 0 to 15 km including transport loading unloading etc completed

Scarfing the existing BT Surface to 5 cm to 7 cm Depth using milling machine , to atleast for 20 km distance including the hire and running charges for the machine , Conveyance charges , unloading at Unobjectionabie places, cleaning the miled surface as to avoid the slippery including all other incidental and unforeseen items et.c,, complete as per the direction of dept officers .

Providing of Granular Sub base using Grade | materials of table 400 -1 of Morth with minimum CBR 30 spreading in uniform layers with motor grader on prepared surface, mix in by palce method at OMC and compacting with Vibratory Roller to achieve the desired density including all tabourcharges etc, complete as per technical specification and as directed by the departmental officers. Morth - Rev V No. 111,112,401 ,900

Wet Mix Macadam 150mm thicknegs Providing and laying spreading 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 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 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 50 mm consolidated thick Dense bituminous macadam using 0.24 cum of 26.5-13.20 mm graded metal, 0.25 cum of 13.20-2.36 mm graded metal and 0.23 cum of 2.36 mm & below with 53.20 Kgs of VG30 / VG40 Bitumen for premixing per 10 sqm including cost and conveyance of all materials to C MP site, heating the bitumen and agregates to the required temperature and mixing the minimum required Temperature in central hot mix plant 2030 tonnes capacity conveying the mix by tipper trucks to paver site, spreading the mix in required temperature for uniform thickness of 50 mm with mechanical paver to the specified grades and cross sections and compaction 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 feederunit, labour for attending to paver site etc., including hire charges and fuel charges for 20-30 t C M P 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 C M P clause 505 of MORTH REV5 specifications

Providing and laying Bituminous Concrete to 30mm thick using 8% of Plastic Waste and 0.13 cum of 19.00 - 9.50mm, 0.17cum of 9.50 -2.36mm and 0.26cum of 2.36 and below with 45.27kgs 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 20-30ton 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 8-10tonne Vibratory / Pneumatic Roller to the required density etc., 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

Road marking with hot applied Thermoplastic compound with reflectorising glass benads on bituminous 0 suface.Providing and laying of hot applied thermoplastic compound 2.5mm exclusive of surface applied glass beads as er IRC 35.The finished surface to be level,uniform and free form streaks and holes.

M/s.MS ENGINEERS AND BUILDERS

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