烟台港西港区液体化工码头初设沉箱方案工程量

1、烟台港西港区液体化工码头工程西护岸工程量（断面一）编号项目数量长度(m)附加总量单位110100kg块石55.7641055.764m32安装3t扭王字块11.715211011.71521块15.620281015.62028m33200300kg垫层块石16.1891016.189m3480100kg护底块石8.772108.772m35碎石垫层4.122104.122m36c25混凝土压顶0.587100.587m37浆砌块石挡浪墙10.61010.6m38挡浪墙下c10混凝土垫层0.37100.37m39挡浪墙下碎石基础1.44101.44m310路面结构层201020m211二片石垫

2、层6.851106.851m312混合倒滤层6.851106.851m313回填开山石225.66610225.666m3西护岸工程量（断面二）编号项目数量长度(m)附加总量单位110100kg块石41.3431041.343m32安装3t扭王字块7.84245107.84245块6.7221106.7221m33100150kg垫层块石11.4321011.432m3480100kg护底块石8.634108.634m35碎石垫层4.056104.056m36c25混凝土压顶0.475100.475m37浆砌块石挡浪墙8.325108.325m38挡浪墙下c10混凝土垫层0.32100.32m

3、39挡浪墙下碎石基础1.362101.362m310路面结构层201020m211二片石垫层5.048105.048m312混合倒滤层5.048105.048m313回填开山石157.65710157.657m3北护岸工程量编号项目数量长度(m)附加总量单位110100kg块石59.3721059.372m32安装3t扭王字块12.228781012.22878块16.305041016.30504m33200300kg垫层块石171017m3480100kg护底块石8.772108.772m35碎石垫层4.122104.122m36c25混凝土压顶0.462100.462m37浆砌块石挡浪墙

4、11.1871011.187m38挡浪墙下c10混凝土垫层0.37100.37m39挡浪墙下碎石基础1.44101.44m310路面结构层201020m211二片石垫层7.301107.301m312混合倒滤层7.301107.301m313回填开山石230.40410230.404m3引堤工程量编号项目数量长度(m)附加总量单位110100kg块石489.1310489.13m32安装5t扭王字块10.390631010.39063块22.301841022.30184m33安装3t扭王字块13.77121013.7712块18.36161018.3616m34250400kg垫层块石22.

5、1781022.178m35200300kg垫层块石19.4361019.436m36100150kg护底块石9.864109.864m3780100kg护底块石8.772108.772m38碎石垫层8.425108.425m39c25混凝土压顶1.045101.045m310浆砌块石挡浪墙16.8541016.854m311挡浪墙下c10混凝土垫层0.59100.59m312挡浪墙下碎石基础2.429102.429m313路面结构层201020m2烟台港西港区液体化工码头工程大码头工程量编号项目数量长度(m)或个数附加总量单位110100kg块石784.6298.4848.34272114.

6、972 m32安装5t扭王字块16.47298.48605904.1656块68.3298.486024484.184m33250400kg垫层块石33298.486011829.84m34150200kg护底块石19.01298.481057670.1548m35碎石垫层4.83298.481051948.8084m36c25混凝土挡浪墙17.38298.48305708.9824m37挡浪墙下c10混凝土垫层0.52298.4830170.8096m38挡浪墙下碎石基础1.83298.4830601.1184m39路面结构层18.5298.4805521.88m210现浇挡浪胸墙3.911

7、298.4801167.35528 m311胸墙16.843298.4805027.29864 m312预制沉箱439.0634014928.04m313沉箱内填550kg块石460.834015667.2m314沉箱内填石渣1101.634037454.4m315沉箱内填混合倒滤层43.23401468.8m316沉箱内填二片石10.8340367.2m317沉箱内c10混凝土垫层3.6340122.4m3工作船码头工程量编号项目数量长度(m)或个数附加总量单位110100kg块石620.51151093697.01m32安装5t扭王字块13.886715102096.8917块29.805

8、615104500.6456m33250400kg垫层块石26.68315104029.133m34150200kg护底块石12.6515101910.15m35碎石垫层4.831510729.33m36现浇混凝土挡浪墙17.3815102624.38m37挡墙下c10混凝土垫层0.64151096.64m38挡墙下碎石基础2.531510382.03m39路面结构层3715105587m210现浇挡土墙1.251510188.75m311胸墙12.11615101829.516m312预制沉箱276.213.603756.32m313沉箱内填550kg块石48613.606609.6m314

9、沉箱内填石渣410.413.605581.44m315沉箱内填混合倒滤层43.213.60587.52m316沉箱内填二片石48.613.60660.96m317沉箱内c10混凝土垫层10.813.60146.88m318踏步013.600m319护栏013.600m3工作船码头工程量编号项目数量长度(m)或个数附加总量单位1基槽挖泥量269.5869175047177.7141 m3210100kg块石620.511750108589.25m33安装5t扭王字块13.886717502430.1725块29.805617505215.98m34250400kg垫层块石26.683175046

10、69.525m35150200kg护底块石12.6517502213.75m36碎石垫层4.831750845.25m37现浇混凝土挡浪墙17.3817503041.5m38挡墙下c10混凝土垫层0.641750112m39挡墙下碎石基础2.531750442.75m310路面结构层3717506475m211现浇挡土墙1.251750218.75m312胸墙12.11617502120.3m313预制沉箱276.21203314.4m314沉箱内填550kg块石4861205832m315沉箱内填石渣410.41204924.8m316沉箱内填混合倒滤层43.2120518.4m317沉箱内

11、填二片石48.6120583.2m318沉箱内c10混凝土垫层10.8120129.6m319踏步01200m320护栏#ref!120#ref!m3备注c25 f250c25 f200备注c25 f250c25 f200备注c25 f250c25 f200备注c25 f250c25 f200备注c25 f250c25 f200c25 f200c30 f250,80kg/m3c30 f250,140kg/m3备注c25 f250c25 f200c25 f200c30 f250,80kg/m3c30 f250,140kg/m3备注c25 f250c25 f200c25 f200c30 f250,

12、80kg/m3c30 f250,140kg/m3147177.710.1361.331028282.63.090.10147.64949122.02.08抓斗挖泥船0.215101.43208524.25.0500泥驳0.11956.141479732.33.0294w拖轮0.28132.09759945.56.0其他船机2232208.7512.343974.5597544.245.012339616.7625 440.2441.00.33106.2888751.22.00.33106.2888751.22.02.03653.8376257.38.0400方驳一0.17957.6536625

13、0.61.012352503.08161.72.53.031.23464.7851.01.0打夯船40.0924.830.11.050.44423.310.41.060.2814.70.21.0784525017.22904.0510.611.093.128164.221.92.0400方驳100.42222.1550.31.0294w拖轮二10.948574.776.87.010.189.450.11.023463314.40.0929.82960.41.050.1756.34480.71.06混凝土搅拌车60.0929.82960.41.060混凝土泵车70.47155.77681.92.

14、030t门座式起重机81198823.681243.212.413.00.3317.3250.21.00.3317.3250.21.01.997104.84251.02.0400方驳0.1377.19250.11.0294w拖轮92232.38.64192.870729.610.015搅拌站0.194.241370.21.015t履带式起重机0.265.803980.31.04t自卸汽车1120935.667256.13380.681.00.33399.0873154.45.00.871052.13928511.712.0400方驳0.126152.3787931.72.00.694839.2

15、927179.310.00.0560.4677750.71.055215.980.22114.751561.32.015混凝土搅拌站0.22114.751561.32.030t履带式起重机0.44229.503122.63.05t自卸汽车218.75157.53344.59687568.969.04.9710.8718752.23.0200l灰浆搅拌机3041.5157.534791.27495154.6155.04.97151.162554.95.0200l灰浆搅拌机工作船主码头施工基槽挖泥47177.724 19.01.11-19.02.04基槽抛石32208.790 19.01.20-1

16、9.04.20基床夯实12个基础65 19.02.16-19.04.22基床整平12个基础85 19.02.18-19.05.14沉箱预制场建设1个40 19.01.11-19.02.20沉箱预制3314.480 19.02.21-19.05.12沉箱安装12个70 19.05.15-19.07.24沉箱回填1198810019.05.20-19.08.28现浇胸墙2232.320 19.10.31-19.11.20现浇挡土墙218.75 19.11.21-19.11.26临海防波堤施工后方抛填120935.590 19.08.01-19.10.30底坡、护脚抛填7728.530 19.10.

17、20-19.11.19现浇挡浪墙3041.531 19.10.20-19.11.20扭王字块预制场建设1个30 19.07.16-19.08.15扭王字块预制2431块90 19.08.17-19.11.15扭王字块安装2431块15 19.11.19-19.12.04路面层及附属设施施工2019.12.05-19.12.25竣工验收519.12.26-19.12.31序号项目工程数量(除特殊说明均为m3)工期安排(天)日期安排2019年1月2月3月4月5月6月7月8月9月10月11月12月施工准备1019.01.01-19.01.11一工作船主码头施工1基槽挖泥47177.72419.01.11-19.02.042基槽抛石32208.79019.01.20-19.04.203基床夯实12个基础6519.02.16-19.04.224基床整平12个基础8519.02.18-19.05.145沉箱预制场建设1个4019.01.11-19.02.206沉箱预制3314.48019.02.21-19.05.127沉箱安装12个7019.05.15-19.07.248沉箱回填1198810019.05.20-19.08.289现浇胸墙2232.32019.10.31-19.11.