工程量计算工程量计算表序号分部分项工程名称部位与编号单位计算式计算结果一土方及基础工程1平整场地㎡按建筑物外墙外边线每边各加2m以平方米计算1382.79[39.3+（1.4+0.12）*2+4]*（25.6+0.24+4）=1382.79㎡2挖地坑m3按地坑面积乘地坑高度计算397.07CT-32.5*2.5*1.15*8个=57.50m3CT-4（2.2+0.3*2）*（2.2+0.3*2）*1.15*4个=36.06m3CT-5（2.7+0.3*2）*（2.7+0.3*2）*1.15*8个=100.19m3CT-6（3.4+0.3*2）*（2.2+0.3*2）*1.15*4个=51.52m3CT-7（2.7+0.3*2）*（4.4+0.3*2）*1.15*2个=37.95m3CT-8（2.7+0.3*2）*（4.4+0.3*2）*1.15*6个=113.85m33挖地槽m3按地槽长度乘地槽截面面积计算235.71DL-1S=（0.45+0.3*2）*0.85=0.89㎡L=[（4.42+3.95+0.518）*2+0.316]*4-1.55*2+6.35*6=107.37mV=SL=0.89*107.37=95.56m3DL-2S=（0.45+0.3*2）*1.00=1.05㎡L=（12.44+11.24+15.34+17.076）*2=112.20mV=SL=1.05*112.20=117.81m3DL-3S=（0.45+0.3*2）*0.7=0.735㎡L=（2.6*2+5*2）*2=30.40mV=SL=0.735*30.04=22.34m34地槽（坑）原土打底夯㎡按挖土底面积计算607.75槽：S=（0.45+0.3*2）*（107.37+112.20+30.40）=252.47㎡坑：S=2.5*2.5*8+2.8*2.8*4+3.3*3.3*8+4*2.8*4+3.3*5*8=345.28㎡...续表序号分部分项工程名称部位与编号单位计算式计算结果5C10砼垫层m3按底（截面)面积乘高度(长度)以立方米计算36.93基槽：S=0.45*0.1=0.045㎡L=（23.69*4+7.7*4+8.3*2）+（14.84*2+13.64*2+17.74*2+19.48*2）+19.4*2=312.36mV=SL=0.045*312.36=14.06m3基坑：S=[(1.76+2.224)*0.176/2+(0.56+2.224）*1.323/2]*8个+2.2*2.2*4个+2.7*2.7*8个+3.4*2.2*4个+2.7*4.4*6个+2.7*4.4*2个=228.73㎡V=SH=228.73*0.1=22.87m36现在C35砼承台m3按面积乘高度以立方米计算181.39CT-3V=[(1.66+2.124)*0.616/2+(0.46+2.724)*1.223/2*0.75*8个=16.47m3CT-4V=2*2*0.75*4个=12.00m3CT-5V=2.5*2.5*0.85*8个=42.50m3CT-6V=3.2*2*0.95*4个=24.32m3CT-7V=4.2*2.5*0.95*2个=19.95m3CT-8V=4.2*2.5*1.05*6个=66.15m37现浇C35砼地梁m3按截面面积乘长度以立方米计算DL-1S=0.25*0.55=0.138㎡46.69L=23.69*2+21.84*2+7.7*4+8.3*2=138.46m超出部分体积:[(1.18-0.48）*4+（2.124-0.5）*8]*0.25*0.1=0.4m3V=0.138*138.46+0.40=19.51m3DL-2S=0.25*0.7=0.175㎡L=14.84*2+13.64*2+17.71*2+19.48*2=131.40m超出部分体积:[(1.18-0.48）*4+（1.223-0.38）*8+（0.616-0.12）*4]*0.25*0.1=0.29m3V=0.175*131.4+0.29=23.29m3DL-3S=0.25*0.4=0.1㎡L=19.43*2=38.86mV=0.1*38.86=3.89m38标高-0.3以下砖墙m3按截面面积乘长度以立方米计算7.36（M10;MU10）S1=0.24*0.2=0.048㎡L1=32.15*2+17.93*2+3.25*4+0.55*4+2.75*2+7.45*4=150.66mV1=0.048*150.66=7.23m3S2=0.24*0.1=0.024㎡L2=(2-0.6)*4=5.60mV2=0.024*5.60=0.13m39现浇C35砼柱m3按面积乘高度以立方米计算2.03（标高-0.3以下）KZ1V=0.6*0.6*0.3*4根=0.43m