tender for asphalting of road at dattatray nagar in p. no. 30 - excavationforroadwayinearth,soilofallsorts,sand,gravelorsoft murum includingdressingsectiontotherequiredgrade,camberand sideslopesandconveyingthe excavatedmaterials with all lifts upto a leadof50m.andspreadingforembankmentorstackingas directed. 2 providing, laying, spreading and compacting stone aggregates of specific sizestowaterboundmacadamspecificationincludingspreadingin uniform thickness, hand packing to propergradeandcamber, applying and brooming requisite type of screening/ binding materials to fillupthe intersticesofcoarseaggregate,wateringandcompacting with vibratory roller. to the requireddensity.bymechanicalmeans- gradingi(usingscreening typea(13.2)mm aggregate) 3 providingandconstructing75mm.thickmodified penetraction macadam(mpm) roadsurfaceincludingallmaterials,preparingthe existing road surface, spreading 40 mm. stone layers metal 100%crusher brokenmetalwithconicalcrusherplant, heatingandsprayingthe bitumen of specified grade @ 2kilogram/ square metre , spreading 12mm.sizechips compacting withthree wheelstaticrollerhaving weight8to 10mt.to achive the desired degreeofcompactionasper technical specification clause 506 etc.complete, includingapplying tack coat of specified grade of bitumen at the rate of 0.30kilogramsquare metre. on existing bitumen surface. (vg-30 bulk bitumen rates are considered to arrive at rates) 4 providing and applying tack coat on the prepared surface heating byfamesinboilerand sprayingbitumensetfootedinbitumenboller on b.t. surface2.5 kilogram/10 squaremetre.(vg-30bulkbitumen rates are considered to arrive at rates) 5 bituminous macadam:--providing and laying bituminous macadam usingcrushed aggregate of grading 1, premixed with bituminous binder, transportedatsite withvts,laidover a previously prepared surface , finished to the required grade ,level, alignment,and rolling to achieve thedesireddensityfor80/100mmcompactedthicknesswithdrummix type hot mix plant with scada having complying essential features of hot mixplantasperirc-27 2009 specified conditions and attachments such as electronic load sensor based belt conveyers,automatic synchronizationofbitumenandaggregatefedder,builtindustcontroller systemandplcfordrummixplant,sensorpaver,andvibratoryroller excludingprime/tackcoat etc. complete --bitumen 3.30% of specifiedgrade(vg-30 bulkbitumen ratesare considered to arrive at rates) 6 bituminous concrete:--providing and laying bituminous concrete usingcrushed aggregate of grading 1,premixed with bituminous binder @5.40%byweightoftotalmixandfiller,transported atsitewith vts, laid overa previouslypreparedsurface,finishedtothe required grade ,level, alignment, and rolling to achieve the desired density for 50mm compacted thickness with drum mix plant with scada, sensor paverandvibratoryrollerexcludingprime/tackcoatetc.complete-- bitumenofspecifiedgradewithstonedustfiller.(vg-30bulkbitumen rates are considered to arrive at rates) 7 transportationofmaterialobtainedfromdebriesofvarioussortsincluding necessary excavation / loosing including loading,unloading and conveying and disposing as directed.e) for 5 km