挖方路基首件工程施工方案

（K36+900～K39+980路基土石方開挖首件工程施工方案

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一、工程概況

K39+730～K39+880

二、編制依據(jù)及編制原則（一）編制依據(jù)

（二）編制原則（三）編制范圍

（四）編制目的三、施工組織機(jī)構(gòu)

K39+730～K39+880

四、施工進(jìn)度計劃

五、施工準(zhǔn)備情況（一）技術(shù)準(zhǔn)備（二）施工人員準(zhǔn)備

（三）施工設(shè)備準(zhǔn)備

六、施工工藝（一）施工前提條件有關(guān)部門審批監(jiān)理檢查警戒網(wǎng)絡(luò)布設(shè)處理危石

爆破組織方案設(shè)計鉆孔裝藥填塞起爆清運(yùn)平整路槽

防護(hù)警戒整修邊坡邊溝開挖圖2.2 石方爆破開挖一般流程圖（二）施工方法與工藝

1m

（三）施工質(zhì)