项目编码项目名称单位工程量计算式数量建筑面积m²S1=3.14×1.77²×0.5+5.19×8.3+24.24×6.54+18×7.1+0.5×3.14×1.47²+14.94×4.54+1.2×14.64+14.4×7.1=525.353S2-7=S1+0.95×2+0.5×（1.8×1.08+1.32×0.48+0.25×3.14×1.32²）+0.5×3.14×1.12²=531.195S=S1+6×S2-7=525.353+6×531.1953712.52人工综合土方三类 湿土m³B=1.2 C=0.3 H湿=0.60L=38.4+14.6+38.4+18.9-2.7+1.35×3.14+2.4+4.3+23+3.95+21.95+13.7+13.4+5.3×7+4.1×6+1×11+5.3×4+3.3×4+1.7=303.339V=(1.2+2×0.30)×0.60×303.339=327.60612327.61人工综合土方三类 干 土m³B=1.2 C=0.3 H干 =0.55L=38.4+14.6+38.4+18.9-2.7+1.35×3.14+2.4+4.3+23+3.95+21.95+13.7+13.4+5.3×7+4.1×6+1×11+5.3×4+3.3×4+1.7=303.339V=(1.2+2×0.30)×0.55×303.339=300.30561300.31湿土排 水m³B=1.2 C=0.3 H湿=0.60L=38.4+14.6+38.4+18.9-2.7+1.35×3.14+2.4+4.3+23+3.95+21.95+13.7+13.4+5.3×7+4.1×6+1×11+5.3×4+3.3×4+1.7=303.339V=(1.2+2×0.30)×0.60×303.339=327.60612327.61C 20 沉 管灌 注 桩m³V=180×3.14×0.213²×18.5=474.39空 打 部 分 V=180×3.14×0.213²×0.5=12.82V=474.39+12.82=487.21487.21桩 尖 埋 设个180180.00碎 石 垫 层m³0.1×（3.36+4.56+3.06）×4.865.34一 、 土石 方工程二 、 桩 基 础 与 加 固 工程三 、 砌 筑工程标准砖基础m³LA-A=38.4+18.9+38.4+1.35×3.14-2.7+4.3+2.4+14.6-3-（9×0.24×0.24+9×0.24×0.5+2×0.24×0.24+0.35×0.3+0.35×0.30）=114.177 LB-B=7×5.93+7×1.63+6×4.73+4×5.93+4×1.63+4×3.93+2.33+14.03+14.33+17.63+23.63=199.21 V=0.37×0.78×（114.177+199.21）+0.24×0.63×2.76+0.37×2×4.71×0.63=93.056602293.06M 5 混合砂浆多孔砖内外墙m³V南7=（38.64-4×0.24-6×0.5）×2.7×0.24-12×1.8×1.8×0.24-1.5×2.7×0.24+2.42×3.4×0.24+2.42×1.7×0.24= 15.13152V北=（34.65+0.24-3×0.24-0.35-2×0.24-3×0.50）×0.24×2.7-(1.8×1.8×6+1.5×1.8×4+1.2×1.2+1.68×0.12)×0.24+4.6×2.42×0.24= 15.652416V西7=（10.86-3×0.24）×0.24×3.09+4.76×0.24×2.7-2×1.2×1.2×0.24-2.76×1.2×0.24-2×0.12×0.24×1.68-0.12×0.24×3.24+4.06×2.42×0.24=11.286193V东7=（19.14-3×0.24-1.5）×3.09×0.24+4.06×2.42×0.24=14.90592V内7=（11...
