BILL OF QUANTITIES FOR ROAD WORKS

1 AIFFABSTRACT-ROAD WORKCDPL,MUMBAIRATEAMOUNT IN INR1 Excavationforroadwayinsoilbymechanicalme ansincludingcuttingandpushingtheearthtos iteofembankementuptoadistanceof100metres (averagelead50metres),includingtrimmingb ottomandsideslopesinaccordancewithrequir ementsoflines, , (excludingrock)intrenches,plinth, ,consolidatingeachdepositedlayerbyrammin gandwatering, the department upto the nearest point of premises. Loading,unloading,ramming,wateringandall relatedactivitieswillbebornebytheContrac torfromthesaidpoint of available on respective location within the , OF QUANTITIES FOR ROAD WORKSUNITQTYDESCRIPTION OF WORKSLNOAIFFABSTRACT-ROAD WORKCDPL,MUMBAIRATEAMOUNT IN INRUNITQTYDESCRIPTION OF , surplus earth with lead upto 50 , ,Stacking&spreadingmoorum500mmthickbackf illingforpitchingincludingpackingwithsma llerstonesandconsolidationwithpowerrolle rincludingspreading, , and mixing of Local sand and Stone ,laying,spreadingandcompactinggradedston eaggregate( )towetmixmacadam(WMM)

2 Specificationincludingpremixingthemateri alwithwateratOMCinmechanicalmixplant,car riageofmixedmaterialbytippertosite,foral lleads&lifts,layinginuniformlayerswithme chanicalpaverfinisherinsub-base/basecour seonwellpreparedsurfaceandcompactingwith vibratoryrollerof8to10tonnecapacitytoach ievethedesireddensity, WORKCDPL,MUMBAIRATEAMOUNT IN INRUNITQTYDESCRIPTION OF WORKSLNO7 Providingandlayingbituminousmacadamusing crushedstoneaggregatesofspecifiedgrading premixedwithbituminousbinder,transported tositebytippers,laidoverapreviouslyprepa redsurfacewithpaverfinisherequipedwithel ectronicsensortotherequiredgrade,levelan dalignmentandrollingwithsmoothwheeled,vi bratoryandtandemrollersasperspecificaton anddensity,completeasper specifications and directions of Engg-in finishing with power road roller all , WORKCDPL,MUMBAIRATEAMOUNT IN INRUNITQTYDESCRIPTION OF WORKSLNO9 Providingandlayingatorneargroundlevelfac torymadekerbstoneofM-25gradecementconcre teinpositiontotherequiredline,levelandcu rvature,jointedwithCM1.

3 3,includingmakingjointswithorwithoutgroo ves(thicknessofjointsexceptatsharpcurves hallnottomorethan5mm), )(Lengthoffinishedkerbedgingshallbemeaur edforpayment)(PrecastCCkerbstoneshallbea pprovedbyEngineer in by Engineer in Charge) COSTAIFFABSTRACT-DRAIN WORKCDPL,MUMBAI1 Earthworkinexcavationbymechanicalmeans(H ydraulicexcavator)/manualmeansoverareas( )includingdisposalofexcavatedearth, ,disposedearthto be levelled and neatly kinds of soil3190cum2 Fillingavailableexcavatedearth(excluding rock)intrenches,plinth, ,consolidatingeachdepositedlayerbyrammin gandwatering, ,unloading,ramming, done on respective location within the OF QUANTITIES FOR STORM WATER DRAIN WORKSLNoDESCRIPTION OF ITEMSQTYUNITRATEAMOUNT IN INRAIFFABSTRACT-DRAIN WORKCDPL,MUMBAISLNoDESCRIPTION OF ITEMSQTYUNITRATEAMOUNT IN INR3 Loadingandunloadingofexcavatedearth.

4 (Placingtipperatloadingpoint,loadingwith frontendloader,dumping,turningforreturnt rip,excludingtimeforhaulageandreturntrip )upto a lead upto 10 kms1025cum4 Supplyingandfillinginplinthunderfloors,i ncludingwatering,ramming,consolidatingan ddressing Copra350 Cum5 Providingandlayinginpositioncementconcre teofspecifiedgradeexcludingthecostofcent eringandshuttering-AllworksuptoPlinthLev el5a1:4:8(1 Cement:4coarsesand:8gradedstoneaggregate 40mm nominal size134cum5b1:2:4(1cement:2coarsesand:4g radedstoneaggregate 20 mm nominal size)-Coping Work87cumAIFFABSTRACT-DRAIN WORKCDPL,MUMBAISLNoDESCRIPTION OF ITEMSQTYUNITRATEAMOUNT IN mix is payable/recoverable separately).All WORKS upto plinth ,cutting,bending,placinginpositionandbin dingallcompleteuptoplinthlevel. Thermo-Mechanically Treated bars46920kgAIFFABSTRACT-DRAIN WORKCDPL,MUMBAISLNoDESCRIPTION OF ITEMSQTYUNITRATEAMOUNT IN INR8 Centeringandshutteringincludingstrutting , :Foundations, footings, bases for columns4176 Sqmt915mmcementplasterfinishedwithafloat ingcoat of neat cement of mix:1:3 (1 cement : 3 coarse sand)508sqm10 Structuralsteelworkinsinglesection,fixed withorwithoutconnectingplate,includingcu tting,hoisting, Galvanised Welding material32964kg12 Providing50mmdiaCPVC pipeforperforationin Drain (lightduty)RCCpipeswithcollarsjointedwit hstiffmixtureofcementmortarintheproporti onof1:2(1cement:2findsand)includingtesti ngof joints ect complete:250 mm dia RCC COST