工作持续时间计算书

工作持续时间计算书

一、基础工程

工作持续时间计算书

二、主体结构 序号1项目名称项目内容砌砖墙构造柱绑筋砌体加固筋安装过梁圈梁绑筋梁绑筋圈梁支模构造柱支模梁支模楼梯支模板支模楼梯绑筋楼板绑筋浇构造柱混凝土浇梁混凝土浇圈梁混凝土浇楼梯混凝土浇楼板混凝土砌砖墙脚手架构造柱绑筋砌体加固筋安装过梁圈梁绑筋梁绑筋圈梁支模构造柱支模梁支模楼梯支模板支模楼梯绑筋楼板绑筋浇构造柱混凝土浇梁混凝土浇圈梁混凝土浇楼梯混凝土浇楼板混凝土砌砖墙脚手架构造柱绑筋砌体加固筋安装过梁圈梁绑筋梁绑筋圈梁支模构造柱支模梁支模楼梯支模板支模楼梯绑筋楼板绑筋单位m3tt根ttm2m2m2m2m2ttm3m3m3m3m3m3m2tt根ttm2m2m2m2m2ttm3m3m3m3m3m3m2tt根ttm2m2m2m2m2tt工程量148.81851.0815880.6367624.27061.3000921.99802984.4292116.643105.627240.7934408.78350.2369944.32560311.41198.829210.22174.737651.3796142.45171259.7130.9850260.6510484.30621.1628442.17635863.4826126.708114.561637.7394451.47220.2008454.68529213.6739.76337.52444.09555.7412132.9381168.4681.2529070.6510483.82241.1609641.8127855.8242123.3576121.28637.5218425.02380.2008454.406906劳动定额1.096.540.2337.854.710.2040.3030.260.2270.18511.24.320.9950.330.7121.030.2451.090.1146.540.2337.854.710.2040.3030.260.2270.18511.24.320.9950.330.7121.030.2451.090.1146.540.2337.854.710.2040.3030.260.2270.18511.24.32所需人工日需要的采用的162162712311102091735168279763221911340751315515664666931192010133817430984222201434054141451506060812311918911371683297922219每天所需持续出劳动力时间2762110612备注机制人绑机制人绑塔式起重机机制人绑机制人绑胶合木模板胶合木模板胶合木模板胶合木模板胶合木模板机制人绑机制人绑车库层砌墙车库层圈梁、梁绑筋车库层圈梁、梁、楼梯、楼板支模车库层楼梯、楼板绑筋车库层构造柱、梁、圈梁、楼梯、楼板混凝土浇筑232864112510426111.51106一层砌墙7一层圈梁、梁绑筋一层圈梁、梁、楼梯、楼板支模829一层楼梯、楼板绑筋一层构造柱、梁、圈梁10、楼梯、楼板混凝土浇筑91166外双内单机制人绑6机制人绑1塔式起重机机制人绑2机制人绑胶合木模板胶合木模板6胶合木模板胶合木模板胶合木模板机制人绑2机制人绑104251021911二层砌墙12二层圈梁、梁绑筋二层圈梁、13梁、楼梯、楼板支模14二层楼梯、楼板绑筋281166外双内单机制人绑6机制人绑1塔式起重机机制人绑2机制人绑胶合木模板胶合木模板6胶合木模板胶合木模板胶合木模板机制人绑2机制人绑工作持续时间计算书

序号项目名称项目内容浇构造柱混凝土浇梁混凝土浇圈梁混凝土浇楼梯混凝土浇楼板混凝土砌砖墙脚手架构造柱绑筋砌体加固筋安装过梁圈梁绑筋梁绑筋圈梁支模构造柱支模梁支模楼梯支模板支模楼梯绑筋楼板绑筋浇构造柱混凝土浇梁混凝土浇圈梁混凝土浇楼梯混凝土浇楼板混凝土砌砖墙脚手架构造柱绑筋砌体加固筋安装过梁圈梁绑筋梁绑筋圈梁支模构造柱支模梁支模屋面板支模屋面板绑筋单位m3m3m3m3m3m3m2tt根ttm2m2m2m2m2ttm3m3m3m3m3m3m2tt根ttm2m2m2m2tm3m3m3m3工程量13.21487.3566.58684.068865.496132.15181251.2130.9626850.6510483.99921.1609642.09828755.0278117.936151.678837.5218421.82260.2008454.39848313.18578.35626.48544.068865.4962154.81741090.5710.7786080.6510483.79421.2585641.389249103.9821106.6469110.696465.89268.48910211.06287.092612.03359.5742213.8652745.55579.7052129.12448.515155.34579.7052129.12448.515155.345劳动定额0.9950.330.7121.030.2451.090.1146.540.2337.854.710.2040.3030.260.2270.18511.24.320.9950.330.7121.030.2451.090.1146.540.2337.854.710.2040.3030.290.2127.430.9950.330.7120.2840.03250.03380.07540.08620.07540.07540.2030.2030.060.1二层构造柱、梁、圈梁15、楼梯、楼板混凝土浇筑16三层砌墙17三层圈梁、梁绑筋三层圈梁、18梁、楼梯、楼板支模三层楼梯、楼板绑筋三层构造柱、梁、圈梁20、楼梯、楼板混凝土浇筑19阁楼层层砌墙阁楼层圈梁、梁绑筋2122阁楼层圈梁23、梁、屋面板支模阁楼层屋面板绑筋阁楼层构造柱、梁、圈25梁、屋面板混凝土浇筑2426所需人工日每天所需持续备注需要的采用的出劳动力时间1324411454161441442466366116外双内单6机制人绑91.563机制人绑1111塔式起重机9机制人绑2010210机制人绑11胶合木模板36胶合木模板174296胶合木模板399胶合木模板78胶合木模板2机制人绑2211219机制人绑1334411454161691742965760106外双内单5机制人绑91.563机制人绑1111塔式起重机10机制人绑18927机制人绑21胶合木模板32胶合木模板18631632胶合木模板99胶合木模板63112917725611344162627666116机制人绑2728

浇构造柱混凝土浇梁混凝土浇圈梁混凝土浇屋面板混凝土涂膜防水屋面防水卷材防水50厚挤塑型聚苯板聚苯颗粒屋面保温60厚挤塑型聚苯板55厚挤塑型聚苯板10厚地砖10厚地砖屋面面层挂瓦水泥砂浆

40104331135511575155 工作持续时间计算书

三、装饰工程 序号项目名称项目内容单位m2樘樘樘m2m2m2m2m2m2m2mm2m2m2m2m2m2m2樘樘樘m2樘樘m2m2m2m2m2m2m2m2mmm工程量470.23781444271.79441011.688274.64311.71211.712275.074411.712392.845358.9268246.378845.454423.883262.891848.112246.378881014410.4184148231.6792786.395236.1936230.87230.8756.0786230.8758.5168390.11213.467613.4676劳动定额0.050.3520.4890.6780.30480.10710.0390.320.14260.10880.2060.02960.0840.04720.22330.1630.22330.02480.07540.81.60.1620.050.3520.4890.30480.10710.0390.013740.14260.10880.2060.0840.02960.4270.217每天所需出劳动力持续时间备注需要的采用的数/天2424241510522383108114230212512104141196162所需人工日刷涂料三遍塑钢窗<=2m22阁楼层窗塑钢窗<=4m2塑钢窗<=6m2内墙面釉面瓷砖200*300内墙面混合砂浆内墙面1.2厚聚氨酯防水涂料外墙面面砖3阁楼层墙面300*300外墙面15&10厚聚苯板颗粒外墙面20厚聚苯板颗粒外墙面30厚挤塑型聚苯板踢脚抹灰4阁楼层踢脚踢脚面层50厚C20细石混凝土彩色釉面地瓷砖20厚磨光大理石5阁楼层楼地面板6-20厚面砖聚氨酯涂膜防水聚苯乙烯泡沫保塑钢门<=3m26阁楼层门塑钢门>3m3木门7三层天棚刷涂料三遍塑钢窗<=2m28三层窗塑钢窗<=4m2内墙面釉面瓷砖200*300内墙面混合砂浆内墙面1.2厚聚氨酯防水涂料外墙面弹性涂料9三层墙面喷绘外墙面15&10厚聚苯板颗粒外墙面20厚聚苯板颗粒外墙面30厚挤塑型聚苯板踢脚面层10三层踢脚踢脚抹灰栏杆11三层楼梯扶手1阁楼层天棚24024101836606102420982033132054708393336475126323121111893363 工作持续时间计算书

序号项目名称项目内容单位工程量327.288657.09623.883261.036327.2886121016404.9644146269.4684788.2492274.948889.667劳动定额0.04720.22330.1630.02480.07540.81.60.1620.050.3520.4890.30480.10710.0390.4133所需人工日每天所需持续时间备注需要的采用的出劳动力1513422510163205350厚C20细石混m2凝土彩色釉面地瓷砖m220厚磨光大理石12三层楼地面m2板聚氨酯涂膜防水m2聚苯乙烯泡沫保m2温板塑钢门<=3m2樘13三层门塑钢门>3m3樘木门樘14二层天棚刷涂料三遍m2塑钢窗<=2m2樘15二层窗塑钢窗<=4m2樘内墙面釉面瓷砖m2200*300内墙面混合砂浆m2内墙面1.2厚聚m2氨酯防水涂料外墙面面砖240*6016二层墙面外墙面弹性涂料m2喷绘外墙面15&10厚m2聚苯板颗粒外墙面20厚聚苯m2板颗粒外墙面30厚挤塑m2踢脚面层m217二层踢脚踢脚抹灰m栏杆m18二层楼梯扶手m50厚C20细石混m2凝土彩色釉面地瓷砖m220厚磨光大理石19二层楼地面m2板聚氨酯涂膜防水m2聚苯乙烯泡沫保m2温板塑钢门<=3m2樘20二层门塑钢门>3m3樘木门樘21一层天棚刷涂料三遍m2塑钢窗<=2m2樘22一层窗塑钢窗<=4m2樘6010632209820341382841137299231342910415126315154224101632254289.6190.01374199.95290.0146199.95258.9668393.11213.467613.4676319.392664.99223.883271.72319.3926121016433.0261480.14260.10880.2060.0840.02960.4270.2170.04720.22330.1630.02480.07540.81.60.1620.050.3520.48918933636010632249843463 工作持续时间计算书

2324252627282930内墙面釉面瓷砖200*300内墙面混合砂浆内墙面1.2厚聚氨酯防水涂料外墙面面砖240*60一层墙面外墙面弹性涂料喷绘外墙面15&10厚聚苯板颗粒外墙面20厚聚苯板颗粒外墙面30厚挤塑型聚苯板踢脚面层一层踢脚踢脚抹灰栏杆一层楼梯扶手50厚C20细石混凝土彩色釉面地瓷砖20厚磨光大理石一层楼地面板聚氨酯涂膜防水聚苯乙烯泡沫保温板塑钢门<=3m2一层门塑钢门>3m3木门刷涂料三遍车库层天棚40厚挤塑型聚苯板塑钢窗<=2m2车库层窗塑钢窗<=4m2内墙面釉面瓷砖200*300内墙面混合砂浆内墙面1.2厚聚氨酯防水涂料外墙面面砖300*300外墙面面砖车库层墙面240*60外墙面弹性涂料喷绘外墙面15&10厚聚苯板颗粒外墙面20厚聚苯板颗粒外墙面30厚挤塑型聚苯板m2m2m2234.8976865.1654239.2872114.81320.30480.10710.0390.41330.013740.14260.10880.2060.0840.02960.4270.2170.04720.22330.1630.02480.07540.81.60.1620.050.07540.3520.4890.30480.10710.0390.320.41330.013740.14260.10880.2067293947425143651263161362251016220m2m2m2m2m2mmmm2m2m2m2m2樘樘樘m2m2樘樘m2m2m2m2m2m2m2m2m2291.7986176.9854131.7524176.985460.3708402.47213.467613.4676337.776657.09635.211261.036337.7766121014415.77651.5616242120.65281041.945123.5952279.723268.590868.5908263.626468.5908263.62642992313189336366116287424481436393711259028138754 3742217工作持续时间计算书

序号3132项目名称车库层踢脚项目内容单位m2mmmm2m2m2m2m2m2樘樘樘工程量67.4808449.87211.131611.1316175.03224.6336176.649459.9512458.267201.28361022劳动定额0.0840.02960.4270.2170.04720.22330.04720.1630.02480.07540.81.60.1623334踢脚面层踢脚抹灰栏杆车库层楼梯扶手20厚1:2.5水泥砂浆8-10厚地砖50厚C20细石混车库层地面凝土大理石聚氨酯涂膜防水聚苯乙烯泡沫保温板塑钢门<=3m2车库层门塑钢门>3m3木门所需人工日每天所需持续时间备注需要的采用的出劳动力62020113584228681011155164602032874