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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)湖南某建設(shè)工程有限公司二0XX年十月二十七日26目錄1工程概況·······································································································11.1地形地貌·································································································1
2、1.2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·································································································12.3施工監(jiān)測要求及應(yīng)急措施·························
4、············································63施工場地布置·································································································63.1臨建·········································································································6263.2拌和站··········
5、···························································································63.3施工臨時(shí)用電·························································································63.4施工臨時(shí)用水···············································································
6、··········73.5施工臨時(shí)道路·························································································74施工總體部署·······························································································74.1勞動(dòng)力組織計(jì)劃························································
7、·····························74.2主要材料供應(yīng)計(jì)劃·················································································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·······························································
8、············105.1工程量···························
