Concrete and groundworks calculatorsAll tradesElectricalHigh-voltageGas and plumbingRenewablesBricklayingCarpentryRoofingTilingPlasteringPainting and decoratingInsulation and retrofitScaffolding and liftingSteelworkWelding and fabrication Concrete and groundworks calculators.Concrete volumes, mixes, rebar, excavation, sub-base, drainage and site maths. AllConcrete volumesOrdering and mixingReinforcementCover, formwork and curingPost holesExcavation and muck-awaySub-base and aggregatesDrainageSoakawaysLevels and earthworksRetaining and trench safetyPlant and pricing Concrete volumesConcrete volumesSlab or base volumeA=LWConcrete volumesStrip footing volumeV=LW1000D1000Concrete volumesTrench fill foundation volumeDf=Dt−gConcrete volumesPad foundation volumeV=nLWD1000Concrete volumesCircular column or hole volumeV1=π(d/1000)24hConcrete volumesSolid concrete steps volumeVs=BGRN(N+1)/2106Ordering and mixingOrdering and mixingReady-mix order quantity with wasteVw=V(1+w100)Ordering and mixingSite mix materials: cement, sand and aggregateVd=fVOrdering and mixingWater–cement ratio and mixing waterMc=CVOrdering and mixingAll-in ballast and cement quantityVd=fVReinforcementReinforcementRebar weight per metre and total weightm=d2162ReinforcementNumber of bars at a given spacingLn=1000L−2cReinforcementTension lap length (Eurocode 2)η2=1(φ ≤ 32; otherwise (132−φ)/100)ReinforcementMesh sheets for an area, with lapsna=max(1,⌈L−lp/1000SL−lp/1000⌉)Cover, formwork and curingCover, formwork and curingNominal cover check (Eurocode 2 / BS 8500)cmin=max(φ,cdur,10)Cover, formwork and curingConcrete pressure on formwork (CIRIA Report 108)K=(36T+16)2Cover, formwork and curingConcrete strength gain with age and temperature (Eurocode 2)tT=texp(−(4000273+T−13.65))Post holesPost holesPost mix (Postcrete) bags per holeVh=πd24h106Excavation and muck-awayExcavation and muck-awayExcavation volume: rectangular pit, slab dig or trenchV=N×L×W×DExcavation and muck-awayExcavation with battered sides (prismoidal formula)Lt=L+2×kDExcavation and muck-awayBulked spoil volume and skip loadsVb=V×(1+s100)Excavation and muck-awayMuck-away tonnes and lorry loadsT=V×ρSub-base and aggregatesSub-base and aggregatesType 1 sub-base tonnesVc=A×t1000Sub-base and aggregatesSand blinding tonnesV=A×t1000Sub-base and aggregatesGravel and pea shingle tonnesV=A×t1000Sub-base and aggregatesPipe bedding and surround (pea gravel) per runAb=B(b+Do+c)1000000−πDo24000000DrainageDrainageDrain fall and downstream invert levelFl=LG×1000DrainageDrain gradient from two invert levelsFl=(IL1−IL2)×1000DrainagePipe full-bore capacity (Colebrook–White)Dm=D1000DrainagePipe full-bore capacity (Manning)Dm=D1000SoakawaysSoakawaysSoil infiltration rate from a BRE 365 pit testVp=LWd2SoakawaysSoakaway pit depth (BRE Digest 365)I=A×R1000Levels and earthworksLevels and earthworksManhole or chamber depth and number of ringsH=CL−ILLevels and earthworksCut and fill from a 3 × 3 grid of levelsHm=h1+h3+h7+h9+2(h2+h4+h6+h8)+4h516Retaining and trench safetyRetaining and trench safetyActive earth pressure on a retaining wall (Rankine)Ka=1−sinφ1+sinφRetaining and trench safetyTrench battered back for safety: top width and extra digWt=B+2DtanθPlant and pricingPlant and pricingPlant hire and fuel costFu=h×cPlant and pricingGroundworks job price with VATN=Ld×Dr+Mc×(1+μ100)+Pl+Wd