分项关键工程生产率和综合施工周期率

1、 表6 分项工程生产率和施工周期率合同号：C14序号工程项目单位数量平均每生产单位规模（ 人，多种机械 台）平均每单位生产率（数量、每周）每生产单位平均施工时间（周）生产单位总数（个）总施工时间（周）1特殊路基解决km3.82590人、50台0.087321.921262路基挖方万m341.0890人、50台0.392052.421263路基填筑万m387.0890人、50台0.830952.421264垫层1000 m2129.78120人、50台19.6646.611265路面底基层1000 m2293.14120人、50台22.37713.111266路面基层1000 m2280.111

2、20人、50台12.79021.911267沥青路面面层1000 m2245.45120人、50台14.10617.41126下面层1000 m2245.45120人、50台41.6025.91126中面层1000 m2245.45120人、50台43.0615.71126上面层1000 m2245.45120人、50台41.0625.911268路基防护及排水m343360120人、20台521.1541.621269涵洞道20120人、20台0.285735212610通道道17120人、20台0.194543.72126 续表6 分项工程生产率和施工周期率合同号：14序号工程项目单位数量

3、平均每生产单位规模（ 人，多种机械 台）平均每单位生产率（数量、每周）每生产单位平均施工时间（周）生产单位总数（个）总施工时间（周）11沿线设施标线m210418120人、30台475.7121.91126标志处613120人、30台27.99121.91126防撞护栏40628120人、30台1855.221.91126封闭工程18750120人、30台856.1621.9112612桥梁工程座11120人、36台0.064485.4212612.1跨沟大桥桩基/根93120人、32台3.25228.61126墩台/个46120人、32台1.05343.71126大梁预制片/孔176120人

4、、32台3.34652.61126大梁安装片/孔176120人、32台3.82646112612.2其他桥梁工程座10120人、40台0.138372.31126桩基/根124120人、40台4.33628.61126墩台/个46120人、40台1.50330.61126大梁预制片/孔174120人、40台3.96443.91126大梁安装片/孔174120人、40台4.42739.31126 表6 分项工程生产率和施工周期率合同号：C08序号工程项目单位数量平均每生产单位规模（ 人，多种机械 台）平均每单位生产率（数量、每周）每生产单位平均施工时间（周）生产单位总数（个）总施工时间（周）1特

5、殊路基解决km3.28790人、50台0.07521.921262路基挖方万m3104.5190人、50台0.99752.421263路基填筑万m337.2490人、50台0.3884821264垫层1000 m2163.97120人、40台24.8446.611265路面底基层1000 m2337.35120人、40台25.75213.111266路面基层1000 m2327.98120人、40台14.97621.911267沥青路面面层1000 m2268.53120人、40台15.43317.41126下面层1000 m2268.53120人、40台45.5145.91126中面层100

6、0 m2268.53120人、40台47.1115.71126上面层1000 m2268.53120人、40台45.5145.911268路基防护及排水m344380150人、20台1066.841.611269涵洞道6150人、20台0道道13150人、20台0.29743.71126 续表6 分项工程生产率和施工周期率合同号：C08序号工程项目单位数量平均每生产单位规模（ 人，多种机械 台）平均每单位生产率（数量、每周）每生产单位平均施工时间（周）生产单位总数（个）总施工时间（周）11沿线设施标线m27487120人、40台341.8721.91126标志处505

7、120人、40台23.05921.91126防撞护栏28949120人、40台1321.921.91126封闭工程17409120人、40台794.9321.9112612桥梁工程座12120人、40台0.09165.6212612.1跨沟大桥桩基/根36100人、30台1.37926.11126墩台/个16100人、30台0.56328.41126大梁预制片/孔56100人、30台1.83030.61126大梁安装片/孔56100人、30台2.33324112612.2其他桥梁工程座11100人、30台0.10950.32126桩基/根109100人、30台3.53915.42126墩台/个

8、40100人、30台0.91321.92126大梁预制片/孔140100人、30台3.55319.72126大梁安装片/孔140100人、30台3.97717.62126 Schedule 6.Production Rate and Construction Periodical Chart of Works in ItemsContract No.C14No.Work ItemUnitQuantityAverage Scale per Production Unit ( persons , machines)Ave.Production Rate per Production Unit(qu

9、antity / week)Average Construction Time per Production Unit(week)Total Number of Production Unit(No.)Total Construction time(week)1Special subgrade treatmentkm3.82590persons、50machines0.087321.921262Subgrade excavation10000m341.0890persons、50machines0.392052.421263Subgrade fill10000m387.0890persons、

10、50machines0.830952.421264Bed course1000 m2129.78120persons、50machines19.6646.611265Pzvement Sub-Base1000 m2293.14120persons、50machines22.37713.111266Pzvement Base course1000 m2280.11120persons、50machines12.79021.911267Asphalt pavement surfacd course1000 m2245.45120persons、50machines14.10617.41126Bot

11、tom layer1000 m2245.45120persons、50machines41.6025.91126Middle layer1000 m2245.45120persons、50machines43.0615.71126Top layer1000 m2245.45120persons、50machines41.0625.911268Subgrade protection and drainagem343360120persons、20machines521.1541.621269CulvertNo.20120persons、20machines0.285735212610Underp

12、assNo.17120persons、20machines0.194543.72126Schedule 6.Production Rate and Construction Periodical Chart of Works in Items(Continued)Contract No.C14No.Work ItemUnitQuantityAverage Scale per Production Unit ( persons , machines)Ave.Production Rate per Production Unit(quantity / week)Average Constructi

13、on Time per Production Unit(week)Total Number of Production Unit(No.)Total Construction time(week)11Bridge work11120 persons、36 machines0.064485.4212611.1Kuagou large bridgePile foundation/No.93120 persons、32 machines3.25228.61126Pier and abutment3/No.46120 persons、32 machines1.05343.71126Girder pre

14、castingPiece/span176120 persons、32 machines3.34652.61126Girder erectionPiece/span176120 persons、32 machines3.82646112611.2Other bridge workNo.10120 persons、40 machines0.138372.31126Pile foundation/No.124120 persons、40 machines4.33628.61126Pier and abutment3/No.46120 persons、40 machines1.50330.61126G

15、irder precastingPiece/span174120 persons、40 machines3.96443.91126Girder erectionPiece/span174120 persons、40 machines4.42739.3112612Roadside facilitiesMarkingsm210418120 persons、30 machines475.7121.91126SignsNo.613120 persons、30 machines27.99121.91126Guardrails40628120 persons、30 machines1855.221.911

16、26Fencing work18750120 persons、30 machines856.1621.91126 Schedule 6.Production Rate and Construction Periodical Chart of Works in ItemsContract No.C08No.Work ItemUnitQuantityAverage Scale per Production Unit ( persons , machines)Ave.Production Rate per Production Unit(quantity / week)Average Constru

17、ction Time per Production Unit(week)Total Number of Production Unit(No.)Total Construction time(week)1Special subgrade treatmentkm3.28790 persons、50 machines0.07521.921262Subgrade excavation10000m3104.5190 persons、50 machines0.99752.421263Subgrade fill10000m337.2490 persons、50 machines0.3884821264Be

18、d course1000 m2163.97120 persons、40 machines24.8446.611265Pzvement Sub-Base1000 m2337.35120 persons、40 machines25.75213.111266Pzvement Base course1000 m2327.98120 persons、40 machines14.97621.911267Asphalt pavement surfacd course1000 m2268.53120 persons、40 machines15.43317.41126Bottom layer1000 m2268

19、.53120 persons、40 machines45.5145.91126Middle layer1000 m2268.53120 persons、40 machines47.1115.71126Top layer1000 m2268.53120 persons、40 machines45.5145.911268Subgrade protection and drainagem344380150 persons、20 machines1066.841.611269CulvertNo.6150 persons、20 machines0nderpassNo.13150

20、 persons、20 machines0.29743.71126Schedule 6.Production Rate and Construction Periodical Chart of Works in Items(Continued)Contract No.C08No.Work ItemUnitQuantityAverage Scale per Production Unit ( persons , machines)Ave.Production Rate per Production Unit(quantity / week)Average Construction Time per Production Unit(week)Total Number of Production Unit(No.)Total Construction time(week)11Bridge work12120 persons、40 machines0.09165.6212611.1Kuagou large bridgePile foundation/No.36100 persons、30 machines1.37926.11126Pier and abutment3/No.16100