分部分项工程名称工程量需用机械4/1/201424681012141618202224261机械开挖m3530.180.0159挖掘机31432人工开挖m3480.3151823垫层支模10m25.60.21121344垫层浇筑m330.870.1652515砖基础砌筑m3108.460.576917106地梁钢筋t0.9616.2161237地梁支模10m25.90.2121348基础梁砼m310.320.553519土方回填m3596.780.0513616610砖墙砌筑m394.310.8883蛙式夯5171211梁板模板10m220.31.172413812钢筋绑扎t3.2687.223121213混泥土浇筑m320.720.931935414砖墙砌筑m394.210.8883171215梁板模板10m26.021.172413816钢筋绑扎t10.497.2231212序号时间定额劳动量d每天班组数每班工人数工作天数名称台班数单位数量基础工程主体工程1层2层17混泥土浇筑m320.720.931935418砖墙砌筑m394.210.8883171219梁板模板10m26.021.172413820钢筋绑扎m310.497.223121221混泥土浇筑m320.720.931935422墙体砌筑m394.210.8883171223梁板模板10m26.021.172413824钢筋绑扎m310.497.223121225混泥土浇筑m320.720.931935426女儿墙m316.850.851415327钢筋绑扎t0.3659.13.512228m32.222.25515129防水10m222.40.412915230顶棚10m269.40.90864141631内墙面抹灰10m2179.10.56111171632外墙抹灰10m289.910.489.5171333踢脚10m8.62.792415534地砖地面10m213.85.880151635抹灰地面10m250.21.57791516主体工程2层3层4层屋面工程压顶/构造柱装饰工程总劳动量：173821总工期：14618高峰期天人数：1715平均天人数：9.512963均衡系数符合要求劳动力动态曲线K=Rmax/R平均=17/9.5=1.79<2施工进度计划5/1/20146/1/20147/1/201446810121416182022242624681012141618202224262468101214161820·XX中学教师宿舍施工进度横道图148/1/20149/1/201422242624681012141618202224262468101214161820222426
