工程量计算书 编 制 人：审 核 人：许 茜编制日期：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一土石方工程1人工挖土方底部面积m³ (56.24+0.0)×(14.64+0.6)1929.464顶部面积m³（56.84+2.05）×（15.24+2.05）1018.208总挖方量m³1/3×2.05×（866.242+1018.208+）1929.4642平整场地10m³（56.24+4）×（12.24+4）97.830二基础工程1基础垫层m³[(2.6+1.6)×1.72+(3.5+2.6+5+3.3+0.8)×(3.9+2.7+1.6)-(2.7-0.8)×0.6+(3.7+1.6)×1.8+(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)×(2.7+1.8+2.7+3.9+1.6)-(5.1-1.6+15.1+8.3)×1.5+(1.8+1.5+6)×(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)×7.8+7.29×(1.8+2.7+1.8+6+7.8+1.6)]×0.1154.4582筏板基础m³[2.6×1.72+（3.5+2.6+5+3.3+3）×（2.7+1.8+2.7+3.9）+3.7×1.8-2.7×0.6+（1.9+3.2+2.6+3.6+3.6+2.7+3.3+3.5+2.6+5+3.3）×（2.7+1.8+2.7+3.9-1.5）+2.6×1.72×2+（3.3+3.6+3.6+3.4+4.2+3.7+3.6+4+3+4+3.7+0.6）×（6+1.5+1.8）+（3.4+4.2+3.7+3.6+4+3+4+3.7+0.6）×7.8+（1.8+2.7+1.8+6+7.8）×7.29]×0.6773.523三砌筑工程1地下室填充墙m³152.930地下室门窗㎡M10201×2×3162GC06050.65×0.5×123.9GC08050.8×0.5×62.4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GC09050.9×0.5×41.8GC12051.2×0.5×21.2GC15051.5×0.5×53.75GC18051.8×0.5×10.9240mm填充墙m³（56-6-0.48×2-0.4×13-0.5+14.4-1.5-0.48×2-0.4-0.3+1.22+11-0.3×2-0.4×2+6.6-0.48-0.4-0.3 ） ×0.24×1.4+ （ 0.3+7.5-0.3+18.1-0.6×3+38.8-4×0.6-0.3+7.2-0.3-0.12）×0.24×4.392.609190mm填充墙m³（ 56-6-0.48×2-0.4×13-0.5+14.4-1.5-1.8-2.7-0.1-0.4-0.48+6.6-0.48-0.4-0.3）×0.19×0.636.725200mm填充墙m³（3.9-1-0.32+3.3-0.32+2.3-1-0.15+5.08×6+3.67×6+3.9-0.12-1-0.2+2.7-0.05-1）×0.2×1.92+（3.67+10.5-1-0.1+2.1-1-0.2+32.5-0.2-0.12）×3.97×0.261.35100mm填充墙m³（2.55+3.68+4.25×9+2.78+3.78+1.6+1.5+2.3+2.8+2.48+4）×0.1×1.9212.618合计92.609+6.725+61.35+12.618-75.95×0.24-2.144152.9302一层填充墙m³110.602一层门窗㎡FDM10211×2.1×612.6FM丙11181.1×1.8×35.94FM丙06180.6×1.8×33.24FM乙10211×2.1×36.3LM18421...
