广东某高速公路滑坡处治施工组织设计.docx

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1、某高速公路第5合同段(K20+800～K20+935)左侧滑坡处治施工组织设计xx路桥工程有限公司24xx年xx月xx日24目录1工程概况·······································································································11.1地形地貌·································································································11.2地层岩

2、性·································································································11.3水文地质特征·························································································12施工组织方案···············································································

3、··················12.1施工方案·································································································12.2施工程序·································································································12.3施工监测要求及应急措施·········································

4、····························63施工场地布置·································································································63.1临建·········································································································6243.2拌和站·······························

5、······································································63.3施工临时用电·························································································63.4施工临时用水·························································································73.5施工临时道路······

6、···················································································74施工总体部署·······························································································74.1劳动力组织计划·····················································································74

7、.2主要材料供应计划·················································································94.3主要施工机械设备使用计划·································································95工期计划及工期保证措施···········································································105.1工程量················

8、············