工业厂房工程量计算序号项目名称计量单位工程数量计算过程1建筑面积m2194.56S=(6X5+0.4)X6.4=194.562KLC30混凝土m33.36V=0.2X0.5X5.6X6=3.363KZC30混凝土m38.64V=0.4X0.5X3.6X6=8.644屋面板C30混凝土m332.48V=(6-0.2)X(6-0.4)X5X0.2=32.485加气砼砌块墙体（M7.5混合砂浆）m339.64V=0.2X3.6[(6+0.2)X2+(30+0.2)X2]-(3X3X5+1.8X2.1X5)X0.2=52.42-12.78=39.646KL抹灰m226.88S=(0.2+0.3X2)X5.6X6=26.887:KZ抹灰:m236.72S=(0.2X2+0.5)X3.4X12=36.728板底抹灰m2162.4S=5.8X5.6X5=162.49外墙内侧抹灰m2144.18砌体抹灰面抹灰：S=30X2X3.4+6X2X3.4-0.9X12X3.4-3X3X5(门)-1.8X2.1X5(窗)=204+40.8-36.72-63.9=144.1836.72混凝土面（柱）：S=36.72套价按砼墙体考虑10外墙外侧抹灰m2179.46砌体抹灰面：S=(30.4X2+6.4X2)X3.6-63.9(门窗)-21.6=179.4621.6混凝土面（柱）：S=0.5X12X3.6=21.6套价按砼墙体考虑11KL钢筋kg302.61主筋2?25G=(6.4-0.025X2+0.1X2)X2X6X3.85=302.61168.48主筋2?18G=[6+0.2X2-0.025X2+0.15X2-0.9+0.636X2]X2X2X6=168.48124.19主筋2?16G=(6.4-0.025X2+6.25X0.016X2)X2X6X1.58=124.1993.47箍筋?8@200箍筋数量：(6-0.2)-0.025X2)+仁29根G=(0.2-0.025X2)+(0.5-.025X2)+10X0.008X212KL模板m240.32S=(0.2+0.5X2)X5.6X6=40.3213KZ模板m277.76S=(0.4X2+0.5X2)X3.6X12=77.76工业厂房工程量计算序号项目名称计量单位工程数量计算过程14板模板m2162.4S=5.8X5.6X5=162.415综合脚手架m2194.56S=30.4X6.4=194.56直接费元54255.36
