项目编码工程量 单位计算公式小计(63.34+4)*(10.94+4)1006.061006.05961006.06(0.6+63.34+.995*2)*(10.94+0.975+3.295+0.6)*0.15156.35156.3530156.35(0.6+63.34+.995*2)*(10.94+0.975+3.295+0.6) *1.31355.061355.05931355.06(0.6+63.34+.995*2)*(10.94+0.975+3.295+0.6) *1.31355.061355.05931355.06130*1.5*0.426*0.426/4*3.1427.7827.779427.782*2.5*2.5*0.11.251*4*2.5*0.112*4*2.5*0.126*(3.1*2.95+(2.95+0.8)*2)*0.19.994*3.1*6*0.17.446*(4.7*5.4)*0.115.231.2500+1.0000+2.0000+9.9870+7.4400+15.228036.912.3*2.3*0.55+0.15/6*(2.3*2.3+0.65*0.65+2.3*2.3)6.373.8*2.3*0.6+0.2/6*(3.8*2.3+0.65*0.65+3.8*2.3)5.843.8*2.3*0.8+0.7*0.55*3.816.91(2.9*2.75+(2.75+0.8)*2)*0.654.272.3*5.4*0.9+5.4*0.55*0.612.964.3*5.2*0.9+5.2*0.55*0.6131.043.1846+5.8408+8.4550+9.0450+12.9600+21.8400227.39(63.34*2+10.94*2+8.6*7+3.5*8)*0.3*0.749.7249.719649.72(63.34*2+10.94*2+8.6*7+3.5*8)*0.24*0.2413.64工程量计算书100.6059610m2工程名称：综合楼（土建）第1页 共8页项目名称说明1-1人工挖一类干土 深<1.5m156.353m31-98平整场地1-92单(双)轮车运土运距＜50m1355.0593m32-101人工凿预留灌注砼桩桩头27.7794m31-202反铲挖掘机(1m3以内)挖土装车1.355061000m32-121独立基础基础无筋砼垫层(C10泵送商品砼)36.905m35-176桩承台,独立柱基(C20商品砼泵送)227.39m3m35-187圈梁(C20商品砼泵送)13.6374m35-184基础梁地坑支撑梁(C30商品砼泵送)49.7196广联达软件股份有限公司项目编码工程量 单位计算公式小计13.637413.64(210.7-10*0.45-0.3)*0.24*(1.6-0.8+0.06)42.542.497842.5210.7*0.2450.5750.568050.571355.06-27-36-227-50-13.63-42.5958.93958.9300958.93(63.34-0.48)*(10.94-0.48)*0.2131.5131.5031131.57.18-2.4+1.109+45.03+10.76+13.9375.612.894+9.310+11.63+6.45+23.16+35.61+0.95490.014000*0.6/10002.418*0.45*0.45*(3.935+0.06+1.5-0.6)17.8417.842317.8418*0.25*(3.3*2)29.729.700029.718*0.4*0.4*(3.3*2+3.325)28.5828.584028.589*(1.5-0.8+20.4)*0.35*0.533.2333.232533.23(63.34-0.25-3.2+0.25-3+0.25)*(10.94-2.2)*0.11220.755.1747220.763.34*2.2*0.0950.1712.541350.1763.34*0.3*0.615*293.498.74*0.3*0.59*955.698.74*0.25*0.59*841.252.2*0.3*0.31*97.3763.34*0.25*0.60538.3223.3725+13.9228+10.3132+1.8414+9.5802...
