挖三类干土深度3m内m3187.7316.7725-2C20砼无梁式条形基础m312.384222.3833-1换M7.5水泥砂浆砖基础m325.400186.2143-43C20抗渗砼P10以内(防潮层6cm厚)10m21.181149.36520-2或20-3砼无梁式条形基础模板10m20.916202.05或159.96620-40或20-41砼防潮层模板10m20.590198.51或180.39五、钻孔灌注桩工程预算表序号定额编号项目名称计量单位数量综合单价合价(元)12-30钻土孔(直径1000以内)m3453.04175.2079372.6122-33换钻岩石孔(直径1000以内)V类m323.84733.5617488.0732-35换土孔砼m3435.56316.41137815.5442-36岩石孔砼m323.84280.056676.395桩68注3砌泥浆池m3459.401.00459.4062-37+2-38*3泥浆外运m3476.8883.7739948.2474-6换钢筋笼制安t18.753288.5561660.31小计343420.56工程量计算表序号项目名称计算公式计量单位数量1钻土孔V钻土孔=3.14×0.452×(30-1.5)×25=453.04m3453.042钻岩石孔V钻岩石孔=3.14×0.452×1.5×25=23.84m323.843土孔砼V土孔砼=3.14×0.452×(28+0.9-1.5)×25=435.56m3435.564岩石砼V岩石孔砼=3.14×0.452×1.5×25=23.84m323.845砌泥浆池V土孔砼+V岩石孔砼=435.56+23.84=459.40m3459.406泥浆外运8KM内V钻土孔+V钻岩石孔=476.88m3476.887钢筋笼0.75×25=18.75t18.75工程造价计算程序表
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