1、表表5.65.6 措措施施项项目目费费分分析析表表工程名称：*别墅C户型表5.6项项目目编编号号名名 称称计计量量数数量量综综 合合 单单 价价（元元）合合计计单单位位人人工工费费材材料料费费机机械械费费管管理理费费利利润润风风险险费费用用小小计计补023混凝土及钢筋混凝土模板工程项116433.2423621.462597.813235.292283.74 48171.54481724-1现浇砼基础垫层模板m215.297.7210.390.821.451.02 21.413274-11现浇有梁式砼满堂基础 复合木模m288.1077.28.60.581.320.93 18.6416424-
2、22H现浇砼矩形柱 复合木模 柱支超高2m(周长1.8m内)m225.5949.2312.171.421.811.28 25.926634-22现浇砼矩形柱 复合木模(周长1.8m内)m278.9638.0911.081.311.61.13 23.218324-22现浇砼矩形柱 复合木模(周长1.2m内)m25.5978.0911.081.311.61.13 23.21304-22H现浇砼矩形柱 复合木模 柱支超高2m(周长1.2m内)m210.1649.2312.171.421.811.28 25.912634-22现浇砼矩形柱 复合木模(构造柱)m226.1468.0911.081.311
3、.61.13 23.26074-22现浇砼矩形柱 复合木模(楼梯柱）m23.6838.0911.081.311.61.13 23.2854-24现浇砼异形、圆形柱 复合木模m2255.14111.8815.691.382.251.59 32.883694-24H现浇砼圆形柱 复合木模 柱支超高1mm212.45912.4516.231.442.361.67 34.164264-24H现浇砼异形柱 复合木模 柱支超高2mm226.10813.0316.781.52.471.74 35.529274-31现浇砼矩形梁 复合木模(高0.3m以内)m21.9510.513.561.932.111.49
4、 29.61584-31现浇砼矩形梁 复合木模(高0.6m以内)m2125.92810.513.571.942.111.49 29.6137294-31现浇砼矩形梁 复合木模(高0.6m以上)m224.70510.513.571.942.111.49 29.617324-31H现浇砼矩形梁 复合木模 梁支模超高1m(高0.3m以内)m21.8211.4714.432.122.311.63 31.96584-31H现浇砼矩形梁 复合木模 梁支模超高1m(高0.6m以内)m2125.6111.4714.442.112.311.63 31.9540134-31H现浇砼矩形梁 复合木模 梁支模超高2m
5、(高0.6m以内)m262.85812.4315.312.292.51.77 34.321564-31H现浇砼矩形梁 复合木模 梁支模超高3m(高0.6m以内)m29.11613.3916.182.472.71.9 36.643344-31H现浇砼矩形梁 复合木模 梁支模超高4m(高0.6m以内)m212.50814.3517.052.652.892.04 38.98488 措措施施项项目目费费分分析析表表工程名称：*别墅C户型续表5.6项项目目编编号号名名 称称计计量量数数量量综综 合合 单单 价价（元元）合合计计单单位位人人工工费费材材料料费费机机械械费费管管理理费费利利润润风风险险费费用
6、用小小计计4-32现浇砼异形梁模板m237.62312.919.410.822.331.65 37.113964-36现浇砼直形圈过梁 复合木模m212.4499.138.290.481.631.15 20.682574-34现浇砼拱形梁模板m23.65815.6526.541.222.872.03 48.311774-52现浇砼直形地下室外墙 复合木模m294.3226.4210.40.861.240.87 19.7918674-57H现浇砼墙支模超高每增2m增加费m294.3221.141.050.120.220.15 2.682534-40现浇砼板 复合木模m2211.8546.3711
7、.711.511.340.95 21.8746334-40H现浇砼板复合木模(人工*1.10,钢支撑*1.30,30度以内)m249.8447.0112.121.511.451.02 23.111514-40H现浇砼板 复合木模 板支模超高2m(人工*1.20,钢支撑*1.50,60度以内)m2203.73410.5616.562.362.21.55 33.2267684-36现浇砼平板翻边 复合木模m217.7689.138.290.481.631.15 20.683674-61现浇砼直形栏板、翻沿模板m229.0177.887.990.831.481.05 19.235584-58现浇砼直
8、形楼梯模板m29.1127.5639.793.675.313.75 80.077294-66现浇砼小型构件模板（烟囱、线脚、门槛浇捣）m294.4359.4420.290.91.761.24 33.633176补024脚手架工程项11800.162990.2379.99370.62261.61 5802.58580316-3综合脚手架 檐高13m内 层高6m内m2387.942.596.450.690.560.39 10.69414716-37满堂脚手架 基本层3.6m5.2mm2204.622.531.270.270.480.34 4.8899916-38满堂脚手架 每增加1.2mm239.
9、1840.50.260.060.10.07 0.9838ZH-1内墙抹灰脚手架3.6m以内m2858.910.150.130.030.030.02 0.36309ZH-2天棚抹灰脚手架3.6m以内m2453.440.290.230.060.060.04 0.68308补025垂直运输工程项1 3783.24643.15453.99 4880.38488017-3H建筑物垂直运输 檐高20m内【采用泵送混凝土施工】m2387.94 9.621.641.15 12.41481417-22H层高超3.6m 每增1m垂直运输 20m内【采用泵送混凝土施工】m239.184 1.30.220.16 1.6765 合 计 58855
