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1、某高速公路第5合同段(K20+800～K20+935)左側(cè)滑坡處治施工組織設(shè)計(jì)xx路橋工程有限公司目錄461工程概況·······································································································11.1地形地貌·················································································
2、················11.2地層巖性·································································································11.3水文地質(zhì)特征·························································································12施工組織方案······················
3、···········································································12.1施工方案·································································································12.2施工程序······························································
4、···································12.3施工監(jiān)測(cè)要求及應(yīng)急措施·····································································63施工場(chǎng)地布置·································································································63.1臨建····················
5、·····················································································63.2拌和站·····································································································6463.3施工臨時(shí)用電·············································
6、············································63.4施工臨時(shí)用水·························································································73.5施工臨時(shí)道路·························································································74施工總體部署
7、·······························································································74.1勞動(dòng)力組織計(jì)劃·····················································································74.2主要材料供應(yīng)計(jì)劃···············································
8、··································94.3主要施工機(jī)械設(shè)備使用計(jì)劃·································································95工期計(jì)劃及工期保證措施···········································································105.1工程量·······································
