工程量计算书编制人：审核人：许茜编制日期：工程量计算表序号 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 m ³ (56.24+0.0)×(14.64+0.6) 1929.464 顶部面积 m ³ （56.84+2.05）×（15.24+2.05） 1018.208总挖方量 m ³1/3×2.05×（866.242+1018.208+1018.208242.866 ）1929.4642 平整场地 10m ³ （56.24+4）×（12.24+4） 97.830 二 基础工程1基础垫层m ³[(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)]×0.1 154.4582筏板基础m ³[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]×0.6 773.523 三 砌筑工程 1 地下室填充墙 m ³152.930 地下室门窗 ㎡ M1020 1×2×31 62GC06050.65×0.5×123.9GC0805 0.8×0.5×6 2.4工程量计算表序号分部分项工程名称部位与规格单位计算式计算结果GC0905 0.9×0.5×4 1.8GC1205 1.2×0.5×2 1.2GC1505 1.5×0.5×5 3.75GC1805 1.8×0.5×1 0.9240mm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+12.618-75.95×0.24-2.144 152.9302 一层填充墙m³110.602一层门窗㎡FDM10211×2.1×6 12.6FM丙11181.1×1.8×3 5.94FM丙06180.6×1.8×3 3.24FM乙10211×2.1×3 6.3 LM1842 1.8×2.35 4.23工程量计算表序号分部分项工程名称部位与规格单位计算式计算结果LM24242.4×2.35×5 28.2M0721 0.7×2.1×11 16.17M0921 0.8×2.1×17 28.56M1822 1.8×2.2×3 11.88C0915 0.9×1.45×6 7.83C1015 1×1.45 1.45C1215 1.2×1.45×2 3.48C1315 1.3×1.45 1.885C1515 1.5×1.45×11 23.925C1519 1.5×1.85×3 8.325C1815 1.8×1.45 2.61C1819 1.8×1.85×6 19.98190mm填充墙m³（56.24-0.12×2-0.48-0.4×12-3×2-0.5×3-0.48-0.6+56.24-0.12×2-0.8-0.48-0.4×12-0.6×2+14.64×2-0.12×4-0.48×3-0.4×2-0.3×3）×0.19×2.2850.476200mm填充墙m³（2.42+6.02×6+2.92+4+5.52×3+9.6+4.3+3.67×2+2.8+2.62+3.02+1.6+3.67+3.42×3+2.9+11.24+9.4+4.3×3+0.8+4.9+8.12+5.17+6.5+4.32×3+4.3+3.3+4.3×3）×0.2×2.2892.395100mm填充墙m³[2.7-0.1+1.9-0.1+2.3-0.1+1.8-0.1+2.6-0.2+1.75-0.2+1.8-0.2+2.4-0.1+2.6-0.2+（1.75-0.2）×2+（1.8-0.1）×2+4.9-0.2+2.6-0.2+2.7-0.1+1.9-0.1+2.3-0.1+1.8-0.1）]×0.1×2.289.223合计9.223+50.476+92.395-186.605×0.2-4.171 110.6023 二层填充墙m³118.386二层门窗㎡工程量计算表序号分部分项工程名称部位与规格单位计算式计算结果FDM10211×2.1×6 12.6FM丙06180.6×1.8×3 3.24FM丙11181.1×1.8×3 5.94LM24242.4×2.35×5 28.2LM18241.8×2.35×1 4.23M0721 0.7×2.1×11 16.17M0921 0.8×2.1×17 28.56C0915 0.9×1.45×6 7.83C1015 1×1.45×1 1.45C1215 1.2×1.45×2 3.48C1315 1.3×1.45×1 1.885C1515 1.5×1.45×11 23.925C1519 1.5×1.85×3 8.325C1815 1.8×1.45×1 2.61C1819 1.8×1.85×6 19.98C1211 1.2×1.05×3 3.78200mm填充墙m³（2042+6.02×6+2.92×4×5.52×3+9.6+4.3+3.67×2+2.8+2.62+3.02+1.6+3.67+3.42×3+2.9+11.24+9.4+4.3×3+0.8+4.9+8.12+5.17+6.5+4.32×3+4.3+3.3+4.3×3）×0.2×2.2892.395190mm 填充墙m³（56.24-0.12×2-0.48-0.4×12-3×2-0.5×3-0.48-0.6+56.24-0.12×2-0.8-0.48-0.4×12-0.6×2+14.64×2-0.12×4-0.48×3-0.4×2-0.3×3）×0.19×2.2850.476100mm 填充墙m³[2.7-0.1+1.9-0.1+2.3-0.1+1.8-0.1+2.6-0.2+1.75-0.2+1.8-0.2+2.4-0.1+2.6-0.2+（1.75-0.2）×2+（1.8-0.1）×2+4.9-0.2+2.6-0.2+2.7-0.1+1.9-0.1+2.3-0.1+1.8-0.1]×0.1×2.289.223工程量计算表序号分部分项工程名称部位与规格单位计算式计算结果合计9.223+50.476+92.395-（12.6+3.24+5.94+28.2+4.23+16.17+28.56）×0.2-（7.83+1.45+3.48+1.885+23.925+8.325+2.61+19.98+3.78）×0.19118.3864 三~五层填充墙m³342.561三~五层门窗㎡FDM10211×2.1×6×3 37.8FM丙06180.6×1.8×3×3 9.72FM丙11181.1×1.8×3×3 17.82LM18241.8×2.35×1×3 12.69LM24242.4×2.35×5×3 84.6M0721 0.7×2.1×11×3 48.51M0921 0.8×2.1×17×3 85.68C0915 0.9×1.5×6×3 23.49C1015 1×1.45×1×3 4.35C1215 1.2×1.45×5×3 26.1C1315 1.3×1.45×1×3 5.655C1515 1.5×1.45×11×3 71.775C1519 1.5×1.85×3×3 24.975C1815 1.8×1.45×1×3 7.83C1819 1.8×1.85×6×3 59.94200mm 填充墙m³（ 2.4+2+6.02×6+2.92+4+5.52×3+9.6+4.3+3.67×2+2.8+2.62+3.02+1.6+3.67+3.42×3+2.9+11.24+9.4+4.3×3+0.8+4.9+8.12+5.17+6.5+4.32×3+4.3+3.3+4.3×3）×0.2×2.28×3277.185 工程量计算表序号分部分项工程名称部位与规格单位计算式计算结果190mm填充墙m³（56.24-0.12×2-0.48-0.4×12-3×2-0.5×3-0.48-0.6+56.24-0.12×2-0.8-0.48-0.4×12-0.6×2+14.64×2-0.12×4-0.48×3-0.4×2-0.3×3）×0.19×2.28×3151.428100mm填充墙m³[2.7-0.1+1.9-0.1+2.3-0.1+1.8-0.1+2.6-0.2+1.75-0.2+1.8-0.2=2.4-0.1+2.6-0.2+（1.75-0.2)×2+(1.8-0.1)×2+4.9-0.2+2.6-0.2+2.7-0.1+1.9-0.1+2.3-0.1+1.8-0.1]×0.1×2.28×327.669合计277.185+151.428+27.669-（37.8+9.72+17.82+12.69+84.6+48.51+85.68）×0.2-(23.49+4.35+26.1+5.655+71.775+24.975+7.83+59.94)×0.19-11.775342.5615 六层填充墙m³114.318六层门窗㎡FDM10211×2.1×6 12.6FM丙06180.6×1.8×3 3.24FM丙11181.1×1.8×3 5.94LM18241.8×2.35×1 4.23LM24242.4×2.35×5 28.2M0721 0.7×2.1×11 16.17 M0921 0.8×2.1×17 28.56 C1519 1.5×1.85×3 8.325 C0914 0.9×1.35×6 7.29 C1014 1×1.35×1 1.35 C1214 1.2×1.35×2 3.24 C1224 1.2×2.4×3 8.64 C1314 1.3×1.35×1 1.755 C1514 1.5×1.35×11 22.275工程量计算表序号分部分项工程名称部位与规格单位计算式计算结果C1814 1.8×1.35×1 2.43C1818 1.8×1.75×6 18.9200mm填充墙m³（2.42+6.02×6+2.92+4+5.52×3+9.6+4.3+3.67×2+2.8+2.62+3.02+1.6+3.67+3.42×3+2.9+11.24+9.4+4.3×3+0.8+4.9+8.12+5.17+6.5+4.32×3+4.3+3.3+4.3×3)×0.2×2.2892.395190mm填充墙m³（56.24-0.12×2-0.48-0.4×12-3×2-0.5×3-0.48-0.6+56.24-0.12×2-0.8-0.48-0.4×12-0.6×2+14.64×2-0.12×4-0.48×3-0.4×2-0.3×3）×0.19×2.2850.476100mm填充墙m³[2.7-0.1+1.9-0.1+1.8-0.1+2.6-0.2+1.75-0.2+1.8-0.2+2.4-0.1+2.6-0.2+（1.75-0.2）×2+（1.8-0.1）×2+4.9-0.2+2.6-0.2+2.6-0.2+2.7-0.1+1.9-0.1+2.3-0.1+1.8-0.1]0.1×2.289.223合计92.395+50.476+9.223-（12.6+3.24+5.94+4.23+28.2+16.17+28.56）×0.2-（8.325+7.29+1.35+3.24+8.64+1.775+22.275+2.43+18.9）×0.19-3.885114.3186 阁楼层填充墙m³54.321阁楼层㎡门窗C1512 1.5×2.1×3 9.45 C2421 2.42.1×6 30.24200mm 填充墙m³｛[（ 1.8+2.7+1.8-0.28-0.4-0.1）×2+（11-0.1-0.4-0.6-0.1）×2+（4.5-0.1-0.1）×2]×2+（10.9-0.3-0.4×2+10.9-0.2×2-0.4×2+4.32+（4.42-0.1-0.8）×2+4.42-0.3-0.1｝×2.8×0.263.482合计63.482-（9.45+30.24）×0.2-1.223 54.321工程量计算表序号分部分项工程名称部位与规格单位计算式计算结果四混凝土工程1 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+（3.6+3.6+3.3+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]×0.6773.5232 柱m³273.883KZ1 0.6×0.6×[4.6+0.05)×5+(0.6×0.2+0.4×0.2)×(2.8+4.6)×6+(0.6×0.2+0.4×0.2)×(16.75-0.05-0.12×6)20.446KZ2 0.3×0.8×(16.75+4.6-0.09×7)×6 29.837KZ3 0.4×0.4×(21.754+4.6-0.09×7)×17 69.969KZ4 0.3×1.2×(16.75+4.6-0.12×7）×2 14.767KZ5 0.4×0.4×(16.75+4.6-0.09××7)×6 19.891KZ6 0.3×0.6×(21.754+4.6-0.12×7）×2 9.185KZ7 0.6×0.6×(4.6-0.05)×16+(0.6×0.2+0.2×0.4）×（16.75+0.05-0.3×7）×1656.76KZ8 0.3×0.55×(16.75+4.6-0.09×7)×4 13.675KZ9 [0.6×0.6×(4.6-0.05)+0.4×0.4×(16.75+0.05-0.13×6)]×28.402KZ10 [0.5×0.5×(4.6-0.05)+(0.5×0.2+0.2×0.3）×（16.75+0.05-0.13×6）]×311.102 KZ11 0.3×1×(21.754+4.6-0.13×7)×1 7.633 KZ12 0.3×1.1×(16.75+4.6-0.3×7)×1 6.353 KZ13 0.3×0.75×(16.75+4.6-0.09×7)×1 4.662 KZ14 0.3×0.4×(21.754-16.75)×2 1.201 合计273.883工程量计算表序号分部分项工程名称部位与规格单位计算式计算结果3 板m³750.717一层板m³262.579LB1 m³[（11+0.2）×（4.5+0.1）+（3.3+0.095）×（3.6+0.095）+3.6×6+3.6×（ 4.5+3.9）+3.3×(4.5+7..2)+7.6×4.5+7.3×6.3+3.7×1.75+3.6×4.25+3.3×4.25+11×4.5]×0.1238.401LB2 m³[（3.9+0.095）（3.3+0.095）+（4.5+0.095）×（3.7+0.19）+2.7×（4.3+0.095）+（3.9+0.095）×（3.3+0.095）+4.5×3.7+2.7×（4.3+0.095）]×0.1210.246LB3 m³[1.8×（4.3+0.095）+1.8×2.9]×0.09 1.182LB4 m³[5×（3.9+0.095）+2.7×4]×2×0.13 8.002LB5 m³[3.5×（6.6+0.095）+3.6×（7.2+0.095）+3.5×（6.6+0.095）]×0.139.507LB6 m³[（ 2.3×1.75+2.4×1.75+（ 1.9+0.095）×（3.3+0.095）]×0.091.350LB7 m³[（3.6+0.095）×（6.9+0.095）+14.5×（6.6+0.095）+7.3×6+7.8×11+(12.3+0.095)×7.89+37.49×(7.8+0.095)]×0.3193.891二层板m³72.649 LB1 m³[1.8×1.4+11×4.5+（3.3+0.095）×（4.25+0.095）+3.6×5+3.6×(4.5+3.9)+4.5×10.9+(3.6+0.095)×(4.25+0.095)+(3.3+0.095)×(4.25+0.095)+7.3×8.05+4.5×7]×0.1234.259LB2 m³[（3.3+0.095）×（3.9+0.095）+（4.3+0.095）×2.7+（4.5+0.095）×（3.7+0.095）]×2×0.1210.288工程量计算表序号分部分项工程名称部位与规格单位计算式计算结果LB3 m³ 1.8×（4.3+0.095）×2×0.09 1.424LB4 m³[5×（3.9+0.095）+2.7×4]×2×0.13 8.002LB5 m³[11×（ 1.8+0.095）+10.9×（ 1.8+0.095）+0.65×1.2+1.75×2.3+11×（1.8+0.095）]×0.096.044LB6 m³[3.5×（ 6.4+0.095）+1.2×2.95+3.6×7.2+3.5×（6.6+0.095）]×0.139.831LB7 m³ 3.2×（7.2+0.095）×0.12 2.801三~五层板m³231.26LB1 m³[11×4.5+（3.3+0.095）×（4.25+0.095）+3.6×6+（ 1.9+0.095）×（ 3.3+0.095）+3.6×8.4+4.5×10.9+3.6×(4.25+0.095)+3.3×(4.25+0.095)+7.3×8.05+4.5×7]×3×0.12127.122LB2 m³[（ 3.3+0.095）×（ 3.9+0.095）+2.7×（4.3+0.095）]×2×3×0.1218.309 LB3 m³ 1.8×（4.3+0.095）×2×3×0.09 4.272LB4 m³[5×（3.9+0.095）+2.7×4]×2×3×0.13 24.005LB5 m³[11×（1.8+0.095）+2.3×3.55+0.65×1.2+10.9×（1.8+0.095）+11×（1.8+0.095）]×3×0.0919.248LB6 m³[3.5×（6.6+0.095）+1.2×2.95+3.6×（7.2+0.095）+3.5×（6.6+0.095）]×3×0.1329.900 LB7 m³ 3.2×（7.2+0.095）×3×0.12 2.801工程量计算表序号分部分项工程名称部位与规格单位计算式计算结果六层板m³85.346LB1 m³[4.5×11+（3.3+0.095）×（4.25+0.095）+3.6×6+3.6×（4.5+3.9）+4.5×10.9+（3.6+0.095）×（4.25+0.095）+（ 3.3+0.095）×（ 4.25+0.095）+7.3×8.05+7×4.5]×0.1234.345LB2 m³[（ 3.3+0.095）×（ 3.9+0.095）+2.7×（4.3+0.095）]×2×0.126.103LB3 m³ 1.8×（4.3+0.095）×2×0.09 1.424LB4 m³[5×（3.9+0.095）+2.7×4]×2×0.13 8.002LB5 m³[11×（1.8+0.095）×2+10.9×（1.8+0.095）+2.3×1.75]×0.0922.704LB6 m³[3.5×（6.6+0.095）+3.6×（7.2+0.095）+3.5×（6.6+0.095）+1.2×2.95]×0.1310.05 LB7 m³ 3.2×（7.2+0.095）×0.12 2.801阁楼层板m³74.011 LB1 m³（3×4.5+3.4×4.5+3×4.5）×0.12 5.076WB1 m³[4×4.5×2+（ 1.8+0.095）×11+2.6×5.1+3.7×4.2+1.9×2.8+3.2×13.5+7.6×4.5+4.2×4.5+3.3×4.5+4.5×4+11×1.8+4.5×4]×0.1230.950WB2 m³[（3.3+0.095）×（3.9+0.095）+4.5×（4.3+0.095）+3.7×4.5]×2×0.1211.998工程量计算表序号分部分项工程名称部位与规格单位计算式计算结果WB3 m³（5×3.9+4×2.7）×2×0.13 7.878WB4 m³ 3.6×6.47×2×0.13 6.056WB5 m³ 3.6×6.3×3×0.12 8.165屋顶板m³24.872WB1 m³（4×6.3×4+3.3×6.3+4.2×6.3）×0.12 17.766WB2 m³（3×6.3+3.4×6.3+3×6.3）×0.12 7.1064 梁m³一层梁m³67.461KL2 0.4×0.7×(5.4+7.2+4+3.9) 5.74 KL3 0.2×0.4×3.32 0.266 KL5 0.2×0.4×(7.2+5.4+3.9+6+0.9) 1.872 KL6 0.2×0.4×(6+0.9) 0.552 KL7 0.2×0.4×5.7 0.456 KL8 0.2×0.24×3.65 0.175 KL9 0.4×0.7×(7.2+5.4+5.7+1.8) 5.628 KL10 0.2×0.4×3.65 0.292 KL11 0.2×0.8×(5.7+1.8) 1.2 KL12 0.2×0.6×3.65 0.438 KL13 0.4×0.7×(7.2+5.4+5.7+1.8) 5.628 KL14 0.2×0.4×3 0.24 KL15 0.2×0.4×(6.6+1.22) 0.626 KL17 0.2×0.4×6.6 0.528 KL18 0.2×0.4×3.9 0.312工程量计算表序号分部分项工程名称部位与规格单位计算式计算结果KL19 0.2×0.4×2.7 0.216KL20 0.2×0.4×(5.9+2.9+3.15) 0.956KL21 0.2×0.4×3.65 0.292KL22 0.2×0.6×(3.9+0.3) 0.504KL24 0.2×0.4×(6+1.22) 0.578KL25 0.2×0.4×(6+1.22+3.9) 0.890KL26 0.2×0.4×3.3 0.264KL27 0.2×0.4×(3.3+3.9) 0.576KL29 0.4×0.7×(3.1+6.69) 2.741KL30 0.2×1.4×(3.1+3) 1.708KL31 0.2×1.4×(3+2.7+2.8+3.6+3) 4.228KL32 0.2×0.4×(3.1+3.4+2.4+3.4)+0.2×1.4×(3.4+2.4) 2.608KL34 0.2×0.4×3.1 0.248 KL35 0.2×0.4×(3+2.7+2.8+3.6) 0.968 KL36 0.2×0.4×3.1 0.248 KL37 0.2×0.4×(3.6+2.6+3.6+3.1) 1.032 KL38 0.2×0.4×(3.1+3) 0.488 KL39 0.2×0.4×(3.1+3.4+2.4+3.4) 0.984 KL40 0.2×0.4×2.7 0.216 KL41 0.2×0.4×3 0.24 KL42 0.2×0.4×3.7 0.296 KL43 0.2×0.4×(1.3+1.2) 0.2 KL44 0.2×0.4×(2.7+0.6) 0.264 KL45 0.2×0.4×2.7 0.216 KL46 0.2×0.4×(1.3+2.6+2+3+3) 1.176 KL47 0.2×0.4×(1.3+2.6+2+3+3) 0.952 KL48 0.2×0.4×(2+2+2) 0.48 KL49 0.2×0.4×(2.7+4.4+2+2.9+2.7) 1.176工程量计算表序号分部分项工程名称部位与规格单位计算式计算结果L1 0.2×0.3×(1.6+1.6) 0.192L2 0.2×0.3×(1.55+1.55) 0.186L3 0.2×0.3×(2.4+2.4+2.4) 0.438WKL1 0.4×0.7×(5.7+5.4+7.2) 5.124WKL2 0.4×0.7×(6.7+6.4+7.1+7.29) 7.697WKL3 0.2×0.4×3 0.24WKL4 0.2×0.4×2.1 0.1688XL1 0.2×0.4×0.6 0.048二层梁m³32.441KL1 0.2×.04×(3.3+3.9) 0.576KL3 0.2×0.4×3.3 0.264 KL4 0.2×0.4×(1.2+2.1+1.2) 0.360 KL5 0.2×0.4×(6+0.9+3.9+1.2) 0.960 KL6 0.2×0.5×（6+0.9）0.690 KL7 0.2×0.6×(3.9+1.2) 0.612 KL8 0.2×0.4×3.65 0.292 KL9 0.2×0.4×(3.9+1.2) 0.408 KL10 0.2×0.4×3.65 0.292 KL11 0.2×0.8×(5.7+1.15) 1.096 KL12 0.2×0.6×3.65 0.438 KL13 0.2×0.6×(5.7+1.2) 0.828 KL14 0.2×0.4×3.65 0.292 KL15 0.2×0.6×3.9 0.468 KL16 0.2×0.5×(6.6+1.22) 0.782 KL17 0.2×0.4×(6.6+1.22+3.9) 0.938 KL18 0.2×0.4×6.6 0.528 KL19 0.2×0.4×3.9 0.312工程量计算表序号分部分项工程名称部位与规格单位计算式计算结果KL20 0.2×0.4×2.7 0.216KL21 0.2×0.5×(3+3.85) 0.685KL22 0.2×0.4×3.65 0.292KL23 0.2×0.6×(4.5+1.2) 0.684KL24 0.2×0.4×3.65 0.292KL25 0.2×0.5×(6+1.22) 0.722KL26 0.2×0.4×(6+1.22+3.9) 0.890KL27 0.2×0.4×(1.2+3.9+2.1) 0.576KL28 0.2×0.4×3.3 0.264KL30 0.2×0.4×(3.3+2.1) 0.432 KL31 0.2×0.4×(7.1+6.4) 1.080 KL32 0.2×0.4×(3.1+3) 0.488 KL33 0.2×0.4×(3+2.7+2.8+3.6) 0.968 KL34 0.2×0.4×(3.4+6.4) 0.784 KL35 0.2×0.4×(3.4+2.4+3.4) 0.736 KL36 0.2×0.4×3 0.240 KL37 0.2×0.4×(3+2.7+2.8+3.6) 0.968 KL38 0.2×0.4×3.1 0.248 KL39 0.2×0.4×(3.4+2.4+3.4+3.7) 1.032 KL40 0.2×0.4×(3.1+3) 0.488 KL41 0.2×0.4×(3.7+3.4+2.4+3.4) 1.032 KL42 0.2×0.4×2.7 0.216 KL43 0.2×0.4×3 0.240 KL44 0.2×0.4×2.7 0.216 KL45 0.2×0.4×1.2 0.096 KL46 0.2×0.4×(2.7+0.6) 0.264 KL47 0.2×0.4×2.7 0.216 KL48 0.2×0.4×(4.4+2.7) 0.568工程量计算表序号分部分项工程名称部位与规格单位计算式计算结果KL49 0.2×0.4×(2.7+2.9) 0.448KL50 0.2×0.4×(3+3) 0.480KL51 0.2×0.4×(2.6+1.3) 0.312KL52 0.2×0.4×（2.9+2.7) 0.448KL53 0.2×0.4×(4.4+2.7) 0.568WKL1 0.2×0.4×3 0.240WKL2 0.2×0.4×2.1 0.168WKL3 0.2×0.4×2×3 0.480L2 0.2×0.3×1.15×2 0.138 L3 0.2×0.4×(3.6+2.8+2.7) 0.728 L4 0.2×0.3×2×3 0.360 L5 0.2×0.4×2×3 0.480 L6 0.2×0.4×0.6 0.048 XL1 0.2×0.4×3.1 0.248三~五层梁m³91.965 KL1 0.2×0.4×(3.3+3.9) 0.576 KL2 0.2×0.8×3.9 0.624 KL3 0.2×0.4×3.3 0.264 KL4 0.2×0.4×(2.1+3.9+1.2) 0.576 KL5 0.2×0.5×(6+3.9) 0.990 KL6 0.2×0.5×6 0.600 KL7 0.2×0.6×3.9 0.468 KL8 0.2×0.4×3.65 0.292 KL9 0.2×0.4×(3.9+0.6) 0.360 KL10 0.2×0.4×3.65 0.292 KL11 0.2×0.8×(5.7+1.2) 1.104 KL12 0.2×0.6×3.65 0.438工程量计算表序号分部分项工程名称部位与规格单位计算式计算结果KL13 0.2×0.6×(5.7+1.2) 0.828KL14 0.2×0.4×3.65 0.292KL15 0.2×0.6×3.9 0.468KL16 0.2×0.5×6.6 0.660KL17 0.2×0.5×(6.6+3.9) 1.050KL18 0.2×0.4×6.6 0.528KL20 0.2×0.4×2.7 0.216 KL21 0.2×0.5×(3+3.85) 0.685 KL22 0.2×0.4×3.65 0.292 KL23 0.2×0.6×(4.5+1.2) 0.684 KL24 0.2×0.6×3.9 0.468 KL25 0.2×0.5×6 0.600 KL26 0.2×0.4×(2.1+3.9+1.2）0.576 KL27 0.2×0.4×3.3 0.264 KL28 0.2×0.8×3.9 0.624 KL29 0.2×0.4×3.9 0.312 KL30 0.2×0.4×(10.4+3.1) 1.080 KL31 0.2×0.4×(3+3.1) 0.488 KL32 0.2×0.4×(2.7+2.8+3.6+3) 0.968 KL33 0.2×0.4×(3.1+10.4) 1.080 KL34 0.2×0.4×(3.4+2.4+3.4) 1.472 KL35 0.2×0.4×3 0.240 KL36 0.2×0.4×(3+2.7+2.8+3.6) 0.968 KL37 0.2×0.4×3.1 0.248 KL38 0.2×0.4×(3.4+2.4+3.4+3.7) 1.032 KL39 0.2×0.4×(3.1+3) 0.488 KL40 0.2×0.4×(3.7+3.4+2.4+3.4) 1.032 KL41 0.2×0.4×2.7 0.216工程量计算表序号分部分项工程名称部位与规格单位计算式计算结果KL42 0.2×0.4×3 0.240KL43 0.2×0.4×2.7 0.216KL44 0.2×0.4×3.1 0.248KL45 0.2×0.4×(2.7+0.6) 0.264KL47 0.2×0.4×(4.4+2.7) 0.568 KL48 0.2×0.4×(2.7+2.9) 0.448 KL49 0.2×0.4×3 0.240 KL50 0.2×0.4×2.6 0.208 KL51 0.2×0.4×(2.9+2.7) 0.448 KL52 0.2×0.4×2.5 0.200 WKL1 0.2×0.4×3 0.240 WKL2 0.2×0.4×2.1 0.168 L1 0.2×0.3×1.2×2 0.144 L2 0.2×0.3×1.15×2 0.138 L3 0.2×0.4×(2.7+2.8+3.6) 0.728 L4 0.2×0.3×2×3 0.360 L5 0.2×0.4×2×3 0.480 L6 0.2×0.4×0.6 0.048 XL1 0.2×0.4×3.1 0.248六层梁m³34.536 KL1 0.2×0.4×(3.3+3.9)×2 1.152 KL2 0.2×0.8×3.9 0.624 KL3 0.2×0.4×3.3 0.264 KL4 0.2×0.4×(2.1+3.9+1.2) 0.576 KL5 0.2×0.5×(6+3.9)×3 2.970 KL6 0.2×0.5×6×2 1.200 KL7 0.2×0.6×3.9×2 0.936工程量计算表序号分部分项工程名称部位与规格单位计算式计算结果KL8 0.2×0.4×3.65×2 0.584KL9 0.2×0.4×(4.5+1.2) 0.456KL10 0.2×0.4×3.65 0.292KL13 0.2×0.6×(5.7+1.2) 0.828 KL14 0.2×0.6×3.9 0.468 KL15 0.2×0.5×6.6 0.660 KL16 0.2×0.5×6.6 0.660 KL17 0.2×0.4×6.6 0.528 KL18 0.2×0.4×3.9 0.312 KL19 0.2×0.4×2.7 0.216 KL20 0.2×0.5×(4.5+1.2) 0.570 KL21 0.2×0.4×3.65 0.292 KL22 0.2×0.6×(4.5+1.2) 0.684 KL23 0.2×0.4×(1.2+3.9+2.1) 0.576 KL24 0.2×0.4×3.3 0.264 KL25 0.2×0.8×3.9 0.624 KL26 0.2×0.4×(10.4+3.1) 1.080 KL27 0.2×0.4×(3.1+3) 0.488 KL28 0.2×0.4×(3+2.7+2.8+3.6) 0.968 KL29 0.2×0.4×(3.1+10.4) 1.080 KL30 0.2×0.4×(3.4+2.4+3.4)×2 1.472 KL31 0.2×0.4×3 0.240 KL32 0.2×0.4×(3+2.7+2.8+3.6) 0.968 KL33 0.2×0.4×(3.4+2.4+3.4+3.7) 1.032 KL34 0.2×0.4×(3+3.1) 0.488 KL35 0.2×0.4×(3.4+2.4+3.4+3.7) 1.032 KL36 0.2×0.4×2.7 0.216 KL37 0.2×0.4×3 0.240 KL38 0.2×0.4×2.7 0.216工程量计算表序号分部分项工程名称部位与规格单位计算式计算结果KL39 0.2×0.4×3.1 0.248KL40 0.2×0.4×(2.7+0.6) 0.264KL41 0.2×0.4×2.7 0.216KL43 0.2×0.4×(2.7+2.9) 0.448 KL44 0.2×0.4×(3+3) 0.480 KL45 0.2×0.4×(1.3+2.6) 0.312 KL46 0.4×0.6×（2.9+2.7）0.448 KL47 0.2×0.4×(2.7+4.4) 0.448 WKL1 0.2×0.4×3 0.240 WKL2 0.2×0.4×3.1 0.248 L1 0.2×0.3×1.6×2 0.192 L2 0.2×0.3×1.55×2 0.186 L3 0.2×0.4×(3.6+2.8+2.7) 0.728 L4 0.2×0.3×2.4×3 0.432 L5 0.2×0.4×2.4×3 0.576 L6 0.2×0.4×1 0.08 XL1 0.2×0.4×3.5 0.280 XL2 0.2×0.4×3.5 0.280阁楼层梁m³30.394 KL1 0.2×0.4×(2.1+3.9+1.2) 30.394 KL2 0.2×0.5×(6+3.9) 0.990 KL3 0.2×0.6×3.9×2 0.936 KL4 0.2×0.4×(3.9+0.6) 0.360 KL5 0.2×0.6×3.9 0.468 KL7 0.2×0.5×(6.6+3.9) 1.050 KL8 0.2×0.4×3.9 0.312 KL9 0.2×0.6×(3.9+0.6) 0.540 KL10 0.2×0.5×6 0.600工程量计算表序号分部分项工程名称部位与规格单位计算式计算结果KL11 0.2×0.5×(6+3.9) 0.990KL12 0.2×0.4×(2.1+3.9+1.2) 0.576KL14 0.2×0.4×(3+2.7+2.8+3.6) 0.968 KL15 0.2×0.4×(3.4+2.4+3.4)×2 1.472 KL16 0.2×0.4×(3.4+2.4+3.4+3.7) 1.032 KL17 0.2×0.4×（3.7+3.4+2.4+3.4） 1.032 WKL1 0.2×0.4×(3.7+3.9) 0.608 WKL2 0.2×0.8×3.9×2 1.248 WKL3 0.2×0.4×3.3×2 0.528 WKL4 0.2×0.5×6 0.600 WKL5 0.2×0.4×3.65×3 0.876 WKL6 0.2×0.4×3.65 0.292 WKL7 0.2×0.8×5.6 0.896 WKL8 0.2×0.6×3.65 0.438 WKL9 0.2×0.4×6.6 0.528 WKL10 0.2×0.4×2.7 0.216 WKL11 0.2×0.5×(3+3.3) 0.630 WKL12 0.2×0.4×3.65 0.292 WKL13 0.2×0.4×(3.3+3.9) 0.576 WKL14 0.2×0.4×(10.4+3.1) 1.080 WKL15 0.2×0.4×(10.4+3.1) 1.080 WKL16 0.2×0.4×3 0.240 WKL17 0.2×0.4×(3+3.1) 0.488 WKL18 0.2×0.4×3 0.240 WKL19 0.2×0.4×2.7 0.216 WKL20 0.2×0.4×3 0.240 WKL21 0.2×0.4×2.7 0.216 WKL22 0.2×0.4×2.1 0.168 WKL23 0.2×0.4×2.1 0.168 WKL24 0.2×0.4×(2.7+0.6) 0.264工程量计算表序号分部分项工程名称部位与规格单位计算式计算结果WKL25 0.2×0.4×2.7 0.216WKL27 0.2×0.4×(2.7+2.9) 0.448 WKL28 0.2×0.4×(3+3) 0.480 WKL29 0.2×0.4×(1.3+2.6) 0.270 WKL30 0.2×0.4×(2.9+2.7) 0.448 WKL31 0.2×0.4×(2.7+4.4) 0.568 KZL1 0.2×0.6×5.7 0.684 KZL2 0.2×0.4×(3+2.7+2.8+3.6) 0.968 L1 0.2×0.3×1.55×2 0.186 L2 0.2×0.4×(2.7+2.8+3.6) 0.728 L3 0.2×0.4×2.4×3 0.576 L4 0.2×0.4×(1+1.6) 0.208 XL1 0.2×0.4×3.5 0.280 XL2 0.2×0.4×3.5 0.280屋顶层梁m³12.432 WKL1 0.2×0.4×3.9×4 1.248 WKL2 0.2×0.6×(3.9+1.2)×2 1.224 WKL3 0.2×0.6×(3.9+1.2)×2 1.224 WKL4 0.2×0.4×3.9 0.312 WKL5 0.2×0.6×(3.9+1.2) 0.612 WKL6 0.2×0.6×(3.9+1.2) 0.612 WKL7 0.2×0.4×3.9 0.312 WKL8 0.2×0.4×(2.7+2.8+3.6) 0.728 WKL9 0.2×0.4×(2.4+3.4+3.4)×2 1.472 WKL10 0.2×0.4×（2.7+2.8+3.6）0.728 WKL11 0.2×0.4×(3.4+2.4+3.4) 0.736 WKL12 0.2×0.4×(3.4+2.4+3.4) 0.736 L1 0.2×0.4×(3.1+3.2+4) 0.824工程量计算表序号分部分项工程名称部位与规格单位计算式计算结果5 过梁m³27.123车库过梁m³0.12×0.2×（1+0.48）×31+0.12×0.2×(0.65+0.48)×12+0.12×0.2×(0.8+0.48)×6+0.12×0.2×(0.9+0.48)×4+0.12×0.2×(1.2+0.48)×2+0.12×0.2×(1.5+0.48)×5+0.18×0.2×（1.8+0.48）2.144一层过梁m³0.12×0.2×[（1+0.48）×6+（0.6+0.48）×3+（1.1+0.48）×3+（1+0.48）×3+（0.7+0.48）×11+（0.8+0.48）×17+（0.9×0.48）×6+（1+0.48）+(1.2+0.48)×2+(1.3+0.48)+(1.5+0.48)×11+（1.5+0.48）×3]+0.18×0.2×（1.8+0.48）+0.3×0.2×（2.4+0.6）×5+0.18×0.2×（1.8+0.48）×3+0.18×0.2×（1.8+0.48）×74.171二~五层过梁m³[4.171-0.18×0.2×（1.8+0.48）×3]×4 15.7六层过梁m³ 3.925-0.12×0.2×（1.2+0.48） 3.885阁楼层m³0.12×0.2×（1.5+0.48）×3+0.3×0.2×（2.4+0.6）×6 1.2236 雨棚㎡（0.55+0.05）×（ 1.5+0.05+0.05）×4×6+（1.2+0.05+0.05）×0.6×2×6+（1.8+0.05+0.05）×0.59×1×6+（2.6+0.05）×0.59×6×695.4127 台阶㎡ 1.8×0.3×3 1.628 窗台m³（2.35×0.15×1.85+2.2×0.05×0.11+2.1×0.05×0.06+1.45×（0.15×1.85+1.3×0.05×0.1+1.2×0.05×0.06+1.6×0.15×1.85+1.45×0.05×0.11+1.35×0.05×0.06+3.2×0.15×1.85+3.05×0.05×0.11+2.95×0.05×0.059.154工程量计算表序号分部分项工部位与规单位计算式计算结果。