Restoration of BT surface at bigbazar street in ward no.81,Central zone.

Earthwork Excavation And Deposting on Bank With Initial Lead of 10 m And Initial Lift of 2m In Hard Stiff Clay Stiff Black Hard Shales Muram Gravel Stoney Earth And Earth Mixed With Small Size Boulders And Hard Gravelly Soil (SS 20B)

Removal of Excavated Excess Earth away from the site to 5K.M including loading and transportation charges etc, complete as per standard specification. For 1M3

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 tomixedmaterial by tipper to site laying in uniform layers with paver insubbase/basecourseonwell prepared surface and compacting with vibratory roller to achive the desired

Providing and layingPrime coat of 7 kgs/10 sqm over the WMM surface treated with primer using 7 kgs of bituminous Emulsion (SS) for 10square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminousbinderasPrimecoatmanuallye.

Providing and laying tackcoat of 2.5 kgs/10sqmover theWMMsurface treated with binder using 2.5 kgs of bituminous Emulsion (RS) for 10square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminousbinder as tackcoatmanually

Providing and laying Tack coat of 2 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 compacted thick dense bituminous macadam using 0.24 cum of 26.5-13.2 mm graded metal and 0.25 cum of 13.2-2.36 mm graded metal and 0.23 cum of 2.36 mm & below metal with 53.20 kgs of 60/70 bitumen for premixing per 10 sqm including cost and conveyance of all materials to C M P 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 paver site,spreading the mix in required temperature for uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and compaction by Vibratory roller to the required density etc.,including labour charges 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 20-30t C M P with bitumen boiler,tipper trucks, paver finisher, vibratory rollers and all other tools and plants required,including all other incidental charges

Providing and laying Bituminous concrete to 30/40mm thick using 0.13cumof19.00-9.50mm,0.17cumof 9.50-2.36mmand0.26cumof 2.36and below with 45.25kgs of VG60/ VG70 bitumen,5.03kgplastic for premixing per 10 sqm including cost and conveyance of allmaterials toCMP siteheating the bitumen and aggregate to required temperature and mixing them in required temperature incentral hot mix plant 20 30 ton capacity , conveying themixby tipper truck stopaver site,spreading the mix touniformthickness of 40mm /30 mm with mechanical paver to the specifiedgrades and cross sections and consolidated by 80-10 tonne vibratory/pneumatic roller to the required density etc.,

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

Providingand fixingreflectiveroad studs of ‘category A’ Raised pavement markers made out of poly carbonate / methylmethercrylate/ABS moulded body confirming to ASTMD788 and reflective panels with microprismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values conforming to ASTM D4280. The reflective raisedpavementmarkers shall also confirm to the MORTH circular No RW / NH. 33023/10/ 97-DO. III dt 11.06.97. The height, width and length shallnot be less than15mm, 90mm and 100 mm and with minimum reflective area of 13 Sq.cm one achside and the slope to the base shall be 35 +/- 5 degree. Each reflector shall have aCIL not less than values specified inTable 2 of said MORTH circular. Thestrengthof detachment of the integrated cylindrical shanks, (ofdiameternot lessthan19+/ 2mm and height not less than30+/- 2 mm) from the body is to be a minimum value of 500 Kgf.Fixing will be by drilling holes on the road for the shanks togo inside, without nails and using epoxy