下载后可任意编辑附录表三 工程量计算表序号项目名称计算公式单位数量1建筑面积首层建筑面积：=(6.9+0.25×2)×(6.18+2.22+6.3+3.6+0.225+0.25)+(6.9×3-0.25×2)×(6.18+2.22+6.3+0.25×2)+(3.6+0.37)×(0.9-0.25+0.37)+(6.18+2.22+6.3+0.37+0.25×2)×(7.2+3.6)+(3.6+0.25×2)×16.1+(7.2×4+3.6)×15.2+(3.6+0.25×2)×0.9+[(4.32-1.15)×11.25-0.185×(0.9+0.5+1.5)+3.05×13.25+2.8×5.0]×0.5+[3.17×11.25-0.185-2.9+40.4125+14.0]×0.5=1225.12965二层建筑面积：=(3.6+0.225-0.25)×(6.9+0.25×2)+(6.3+2.22+6.18+0.25×2)×(0.815+0.25)+6.9×4×16.1+16.1×(7.2×6+3.6+0.5)-(1.185-0.25)×0.9×2+0.185×(0.9+0.25×2+1.5)=1247.3865六层建筑面积：=(3.6+0.25×2)×16.1+0.5×2.1+14.4×15.2+4.1×0.9×2+15.2×(3.6+0.25×2)=355.64总建筑面积：1225.12965+1247.3865×4+355.64=6570.32m²6570.322平整场地（清单工程量）S=首层面积=(6.9+0.25×2)×(6.18+2.22+6.3+3.6+0.225+0.25)+(6.9×3-0.25×2)×(6.18+2.22+6.3+0.25×2)+(0.36+0.37)×(0.9-0.25+0.37)+(6.18+2.22+63+0.37+0.25×2)×(7.2+0.6)+(3.6+0.25×2)×16.1+(7.2×4+3.6)×15.2+(3.6+0.25×2)×0.9+[(4.32-1.15)×11.25-0.185×(0.9+0.5+1.5)+3.05×13.25+2.8×5.0]×0.5=1225.130m²1225.13平整场地（施工方案工程量）S=首层面积=(6.9+0.25×2)×(6.18+2.22+6.3+3.6+0.225+0.25)+(6.9×3-0.25×2)×(6.18+2.22+6.3+0.25×2)+(0.36+0.37)×(0.9-0.25+0.37)+(6.18+2.22+63+0.37+0.25×2)×(7.2+0.6)+(3.6+0.25×2)×16.1+(7.2×4+3.6)×15.2+(3.6+0.25×2)×0.9+[(4.32-1.15)×11.25-0.185×(0.9+0.5+1.5)+3.05×13.25+2.8×5.0]×0.5=1225.130m²1225.133挖基础土方（清单工程量）按设计图示尺寸以基础垫层底面积乘以挖土深度计算，挖土深度 1.25mS=11.0×21.675+2.2×50.6+(50.6+17.1)×(18.9-2.2)+2.1×(31.7-11.0)=1523.805V=1523.805×1.25=1904.756基底扦探：S=1523.805m³1904.76命运如同手中的掌纹，无论多曲折，终掌握在自己手中==============================================================下载后可任意编辑挖基础土方（施工方案工程量）挖土深度为 1.25m<1.35m,故无放坡，只需要考虑增加工作面 300mmV=[11.6×2.875+51.2×2.2+79.3×(22.275-2.875-2.1)+32.3×2.1]×1.25=1982.138m³1982.14续附录表三 工程量计算表序号项目名称计算公式单位数量4土...
