Permanent Restoration work on Roads in Sub Division Bari under division Bari District Dholpur

Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per MoRTH Specification Clause 201.By Manual Means

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 300-2 with a lead upto 50 m as per MoRTH Specification Clause 305.3

Constructionofgranularsub-basebyprovidingwellgradedmaterial,spreadinginuniformlayerswithTractorMountGraderonpreparedsurface,mixingbymixinplacemethodwithrotavatoratOMC,andcompactingwithsmoothwheelrollertoachievethedesireddensity,complete as per MoRTH Specification Clause 401. ForAllRajasthanexceptBikaner,Churu,HanumangarhandSriGanganagar.For Grading III Material

Providing,laying,spreadingandcompactingstoneaggregatesofspecificsizestowaterboundmacadamspecificationincludingspreadinginuniformthickness,handpacking,rollingwithsmoothwheelroller80-100kNinstagestopropergradeandcamber,applyingandbrooming,stonescreening&bindingmaterialstofill-uptheintersticesofcoarseaggregate,wateringandcompactingtotherequired density grading 2 as per MoRTH Specification Clause 404.ForAllRajasthanexceptBikaner,Churu,HanumangarhandSriGanganagar Using Crusher Broken Aggregate By Manual Means

Providingandapplyingprimercoatwithbitumenemulsion(SS-1)onpreparedsurfaceofgranularbase(WBM/WMM)usingtruckmountedsprayerincludingcleaningofroadsurfaceandsprayingprimerattherateof0.70-1.0kg/sqmusingmechanicalmeansasperMoRTHSpecification Clause 502

ProvidingandapplyingtackcoatwithBitumenemulsion(RS-1)usingemulsiondistributorattherateof0.25to0.30kgpersqmonthepreparedgranularsurfacestreatedwithprimer&cleanedwithHydraulic broom as per MoRTH Specification Clause 503.

Providing,layingandrollingofopen-gradedpremixcarpetof20mmthickness composed of 13.2 mm to 5.6 mm aggregates either using Viscosity gradebitumenoremulsiontorequiredline,gradeandleveltoserveaswearingcourseonapreviouslypreparedbase,includingmixinginasuitableplant,layingandrollingwithathreewheel80-100kNstaticrollercapacity,finishedtorequiredlevelandgradestobefollowedbysealcoatofeitherType A or Type B or Type C as per MoRTH Specification Clause 510.Case - II By Mechanical Means Bitumen (VG-30)

Providingandlayingsealcoatsealingthevoidsinabituminoussurfacelaidtothespecifiedlevels,gradeandcrossfallusingTypeA,TypeBandTypeC as per MoRTH Specification Clause 511By Mechanical MeansCase - II : Type B Bitumen (VG-30)

Dismantlingofcementconcretepavementsbymechanicalmeansusingpneumatictoolsbreakingtopiecesnotexceeding0.02cuminvolumeandstockpilingatdesignatedlocationsanddisposalofdismantledmaterialsuptoaleadof1000m,stackingserviceableandunserviceablematerialsseparately

Constructionofun-reinforced,plaincementconcretepavement,thicknessasperdesign,overapreparedsubbase,with43gradecementoranyothertypeasperClause602.2.2M30(Grade),coarseandfineaggregatesconformingtoIS:383,maximumsizeofcoarseaggregatenotexceeding31.5mm,mixedinaconcretemixerofnotlessthan0.5cumcapacityandappropriateweighbatcherusingapprovedmixdesign,laidinapprovedfixedSideFormwork(steelchannel,layingandfixingof150micronthickpolythenefilm,wedges,steelplatesincludinglevellingtheformworkasperdrawing),spreadingtheconcretewithshovels,rakes,compactedusingneedle,screedandplatevibratorsandfinishedincontinuousoperationincludingprovisionofcontractionandexpansion,constructionjoints,applyingdebondingstrips,primer,sealantnearapproachestobridge/culvertandconstructionjoints,admixturesasapproved,curingofconcreteslabsfor14-days,usingwaterfinishingtolinesandgradeasperdrawingandMoRTHSpecificationClause602includingvaccumdewateringprocesswithallrequired equipments (Dowel Bars will be paid seprately)