进度计划作业时间与参数计算表

1、双双代代号号网网络络图图时时间间参参数数计计算算表表工工 序序 作作 业业 时时 间间 Di-jDi-j 计计 算算 表表序号紧前工作数mijD Di-jESESi-jEFEFi-jLSLSi-jLFLFi-jTFTFi-jFFFFi-jIFIFi-j关键工作备 注序号10127.507.5-20.5-13-20.5-20.50*1、要求工期：1212325.07.532.5-1312-20.5-20.520.5*133天231344.032.536.51216-20.5-20.520.5*3414530.036.566.51646-20.5-20.520.5*2、计算工期：451562.06

2、6.568.54648-20.5-20.520.5*153.5天561673.568.5724851.5-20.5-20.520.5*671697.568.5766471.5-4.5-4.520.53、工作数：7817820.57292.551.572-20.5-20.520.5*64个891790.0727271.571.5-0.5-0.524.591018100.092.592.57272-20.5-20.520.5101118110.592.5937272.5-20.5-20.520.5*111229100.57676.571.572-4.5-4.520.51213210110.592.

3、5937272.5-20.5-20.520.5*1314211120.59393.572.573-20.5-20.520.5*1415112131.593.5957374.5-20.5-20.520.5*1516113140.095957575-20-2020.51617113151.59596.574.576-20.5-20.520.5*1718114161.095967576-20-20201819115170.096.596.57676-20.5-20.520.5*1920115291.096.597.57677-20.5-20.520.5*2021116170.096967676-20

4、-2020.52122116190.59696.57777.5-19-19202223217181.096.597.57677-20.5-20.520.5*2324118200.097.597.577.577.5-20-2020.52425118300.097.597.57777-20.5-20.520.5*2526119200.096.596.577.577.5-19-19202627119221.596.5987879.5-18.5-18.5192728220210.597.59877.578-20-20202829121230.0989879.579.5-18.5-18.52029301

5、21310.098987878-20-2020.53031122230.0989879.579.5-18.5-18.518.53132122254.09810291.595.5-6.5-6.518.53233223240.59898.579.580-18.5-18.518.53334124260.098.598.595.595.5-3-3223435124340.098.598.58080-18.5-18.5193536125260.010210295.595.5-6.5-6.56.53637125280.5102102.5106.51074.53.5103738125465.01021071

6、131181111383839226274.010210695.599.5-6.5-6.56.53940127280.0106106107107106.54041127370.010610699.599.5-6.5-6.5194142228400.5106106.5107107.51118.54243129300.097.597.57777-20.5-20.520.5*4344129330.597.5987878.5-19.5-19.521.54445230311.097.598.57778-20.5-20.520.5*4546231320.598.5997878.5-20.5-20.520.

7、5*4647132330.0999978.578.5-20.5-20.520.5*4748132340.099998080-19-1920.548492333625.09912478.5103.5 -20.5-20.520.5*49502343519.599118.58099.5-19-19195051135360.0118.5 118.5103.5103.5-15-1524.55152135370.0118.5 118.599.599.5-19-19195253236393.5124127.5103.5107-20.5-20.520.5*5354237387.5118.512699.5107

8、-19-19195455138390.0126126107107-19-1920.55556138400.0126126107.5107.5 -18.5-18.5195657239411.0127.5 128.5107108-20.5-20.520.5*5758240410.5126126.5107.5108-18.5-18.520.55859241421.0128.5 129.5108109-20.5-20.520.5*5960142431.0129.5 130.5109110-20.5-20.520.5*6061143440.5130.5131110110.5 -20.5-20.520.5

9、*6162144450.5131131.5110.5111-20.5-20.520.5*6263145467.0131.5 138.5111118-20.5-20.520.5*63642464715.0138.5 153.5118133-20.5-20.50*64项目名称工作代号i-j作业时间Di-j工程量V时间定额N日工作班数m每班人(台)数n系数k定额编号施工准备1 -27.5场地平整2 -325.038262.6331500.99-64机械进场3 -44.0钻孔灌注桩4 -530.046.0110.89-50基坑开挖5-62.0150.41220.81-381柱基垫层6-73.51.14

10、61180.91-300挖基槽6-97.54.752.79210.93-25砼柱基7-820.582.3110.9虚工作7-90.00110.9虚工作8-100.00110.9柱基坑回填土8-110.510.2110.9基础梁垫层9-100.50.80.1110.9砼基础梁10-110.50.60.2110.9基槽回填土11-120.510.3110.9浇筑1层柱砼12-131.51.50.8110.9浇筑1层地坪砼13-140.0110.9浇筑2层柱砼13-151.51.50.8110.9浇1层砼梁板14-161.01.80.5110.9虚工作15-170.00110.9浇筑3层柱砼15-2

11、91.01.50.5110.9虚工作16-170.00110.9浇1层砼楼梯16-190.51.50.3110.9浇2层砼梁板17-181.01.20.4110.9虚工作18-200.00110.9虚工作18-300.00110.9虚工作19-200.00110.91层砌墙19-221.51.80.6110.9浇2层砼楼梯20-210.51.20.3110.9虚工作21-230.00110.9虚工作21-310.00110.9虚工作22-230.00110.91层安门窗22-254.0110.3110.92层砌墙23-240.51.20.2110.9虚工作24-260.00110.9虚工作24

12、-340.00110.9虚工作25-260.00110.91层抹灰25-280.51.20.2110.9水电安装25-465.0150.3110.92层安门窗26-274.0120.3110.9虚工作27-280.00110.9虚工作27-370.00110.92层抹灰28-400.510.2110.9虚工作29-300.00110.9浇筑4层柱砼29-330.51.50.3110.9浇3层砼梁板30-311.01.40.4110.9浇3层砼楼梯31 - 320.51.10.2110.9虚工作32 - 330.00110.9虚工作32 -340.00110.94层砼刚性屋面33 -3625.038262.6331500.93层砌墙34 -3519.533.52.73230.8虚工作35 -360.00110.8虚工作35-370.00220.84层砌墙36-393.51.1461180.93层安门窗37-387.54.752.79210.9虚工作38-390.00110.9虚工作38-400.00110.94