本工程工程计算量与劳动定额

1、.本工程工程计算量与劳动定额如下表单位工程序号施工过程工作需要的最小工作面每天提供可的最大工作面工程量(2个施工段)劳动定额(搭接时间)天数总工程量每个施工班组工程量劳动定额单位所需工日数流水步距基础工程1机械挖土方180m/台班200 m523.4 m261.7355m/台班0.7372支垫层模板20 /人4019.74 9.870.142工日/ 1.40233基础垫层6 m/人30m21.14 m10.570.467工日/m4.93614扎基础钢筋0.4t1.2t1.643 T0.8222.5工日/ T2.05425支基础模板20 m2/人200118.759.350.142工日/8.42

2、816浇基础混凝土8 m3/人80 m399.04 m49.520.37工日/m18.32217扎地梁钢筋0.4t2t5.579 T2.7902.5工日/T6.97448支地梁模板40 m2/人600 m2198.899.40.142工日/14.11519浇筑地梁砼3.20 m3/人15 m29.39 m14.6950.37工日/m5.437110基础砌砖7.6m/人76m11.54 m5.770.98工日/m5.655511土方回填400 m/台班200 m498.6 m249.3355m/台班0.7023一层至四层主体工程1扎柱钢筋0.4t/人615.982 T7.9913.15工日/ T

3、25.17122支柱模板40 m2/人600615.39307.6950.778工日/239.38613浇筑柱砼2.45m3/人15 m80.324 m40.1620.177工日/m7.10874扎梁板钢筋4t/人1.8 t41.941 T20.9710.945工日/T19.81756支梁板模板20 m2/人400 m22396.41198.20.105工日/125.81117浇筑梁板砼3.20 m3/人64 m3277.21 m138.6050.647工日/m89.67728砌筑砖墙8.5m/人120 m2222.66 m111.330.61工日/m67.91114屋面1水泥砂浆找平层11m

4、2/人160 m2341.57170.7850.019工日/3.24542APP防水层24 m2/人100 m2341.57170.7850.03工日/5.12413细石混凝土20 m2/人125 m2341.57170.7851.47工日/25.10521内墙抹灰18.5m2/人360 m2116115805.50.0108工日/62.6994装饰工程2外墙抹灰16m2/人320 m21121.4560.70.452工日/253.43653天棚抹灰14m2/人280m22769.313864.650.119工日/164.77354贴内外墙砖16 m2/人90m2185.192.550.452工日/41.83315刷内外墙漆12 m2/人80m2127.3263.660.0168工日/1.069176做天棚吊顶20 m2/人200m21316.7658.350.139工日/91.51117贴地面砖10 m2/人200m2358.1179.050.343工日/59.08638门窗安装11m2/人120m293套(每套按照3m2)46.52.3工日/套106.9579做混凝土地坪40 m2/人120m2341.6170.80.44工日/75.152技术间隙：基础与支垫层模板：2天；垫层与