工程量计算书模板

.可修编.编制日期：编制人：审核人：许茜.可修编.工程量计算表共 29 页第 1 页序号分部分项工程名称部位与规格单位计算式计算结果—土石方工程1人工挖土方底部面积m3(56.24+0.0)x(14.64+0.6)1929.464顶部面积m3(56.84+2.05)x(15.24+2.05)1018.208.可修编.总挖方量m31/3x2.05x(866.242+1018.208+J866.242x1018.208)1929.4642平整场地10m3(56.24+4)x(12.24+4)97.830——基础工程.可修编.1基础垫层m3[(2.6+1.6)x1.72+(3.5+2.6+5+3.3+0.8)x(3.9+2.7+1.6)-(2.7-0.8)x0.6+(3.7+1.6)x1.8+(3.3+3+1.9+3.2+2.6+3.6+3.6+2.7+3.3+3.5+2.6+5+3.3+0.8)x(2.7+1.8+2.7+3.9+1.6)-(5.1-1.6+15.1+8.3)x1.5+(1.8+1.5+6)x(3.6+3.6+3.3+3.4+4.2+3.7+3.6+4+3+4+3.7+0.6+1.6)+(3.3+3.4+4.2+3.7+3.6+4+3+4+3.7+0.6)x7.8+7.29x(1.8+2.7+1.8+6+7.8+1.6)]x0.1154.458.可修编.2筏板基础m3[2.6x1.72+(3.5+2.6+5+3.3+3)x(2.7+1.8+2.7+3.9)+3.7x1.8-2.7x0.6+(1.9+3.2+2.6+3.6+3.6+2.7+3.3+3.5+2.6+5+3.3)x(2.7+1.8+2.7+3.9-1.5)+2.6x1.72x2+(3.3+3.6+3.6+3.4+4.2+3.7+3.6+4+3+4+3.7+0.6)x773.523.可修编.(6+1.5+1.8)+(3.4+4.2+3.7+3.6+4+3+4+3.7+0.6)x7.8+(1.8+2.7+1.8+6+7.8)x7.29]X0.6砌筑工程1地下室填充墙m3152.930地下室门窗mM10201x2x3162GC06050.65x0.5x123.9GC08050.8x0.5x62.4.可修编.工程量计算表共 29 页第 2 页序号分部分项工程名称部位与规格单位计算式计算结果GC09050.9x0.5x41.8GC12051.2x0.5x21.2GC15051.5x0.5x53.75GC18051.8x0.5x10.9.可修编.240mm填充墙m3(56-6-0.48x2-0.4x13-0.5+14.4-1.5-0.48x2-092.609.4-0.3+1.22+11-0.3x2-0.4x2+6.6-0.48-0.4-0.3)x0.24x1.4+.可修编.(0.3+7.5-0.3+18.1-0.6X3+38.8-4x0.6-0.3+7.2-0.3-0.12)x0.24x4.3190mm填充墙m3(56-6-0.48x2-0.4x13-0.5+14.4-1.5-1.8-2.7-0.1-0.4-0.48+6.6-0.48-0.4-0.3)x0.19x0.636.725.可修编.200mm填充墙m3(3.9-1-0.32+3.3-0.32+2.3-1-0.15+5.08x6+3.67x6+3.9-0.12-1-0.2+2.7-0.05-1)x0.2x1.92+(3.67+10.5-1-0.1+2.1-1-0.2+32.5-0.2-0.12)x3.97x0.261.35100mm填充墙m3(2.55+3.68+4.25x9+2.78+3.78+1.6+1.5+2.3+2.8+2.48+4)x0.1x1.9212.618.可修编.合计92.609+6.725+61.35+12.618-75.95x0.24-2.144152.9302—层填充墙m3110.602—层门窗mFDM10211x2.1x612.6FM 丙11181.1x1.8x35.94FM 丙06180.6x1.8x33.24FM 乙10211x2.1x36.3.可修编.LM18421.8x2.354.23.可修编.工程量计算表共 29 页第 3...