411.08(3)多头搅拌机桩单位:100m2阻水面积项目单位地层水泥掺量每增加1%砂壤土粉细砂中粗砂砾石工长工时10231716高级工工时19463532中级工工时29685248初级工工时38917064合计工时96228174160水泥32.5t9.949.949.949.940.83锯材m0.040.040.040.04喷射管m0.670.670.670.67高压胶管m3.23.23.23.2普通胶管m3.23.23.23.2水m314.9214.9214.9214.921.24其他材料费%5555多头搅拌桩机BJS-15B台时9.6222.817.4515.99灰浆搅拌机台时9.6222.817.4515.99灰浆泵4kW台时9.6222.817.4515.99灌浆自动计录仪台时9.6222.817.4515.99其他机械费%5555编号YB7041YB7042YB7043YB7044YB7045注:墙厚不同时,定额乘以下列系数:墙厚(m)0.140.180.220.260.3系数0.710.740.790.871七-4地下连续墙成槽--振动沉模防渗板墙适用范围:土质地基,墙深10m以内,防渗墙。工作内容:机具就位、振动沉模、提升模板、砂浆拌和、运输和浇筑。(1)墙厚0.10m单位:100m2阻水面积项目单位土质级别ⅠⅡⅢ工长工时789高级工工时141618中级工工时363943初级工工时485257合计工时105115127砂浆m3131313锯材m30.20.20.2高压胶管m444普通胶管m666水m3910.3612.16其他材料费%333振动沉模设备组时7.58.6310.13强制式混凝土搅拌机0.5m3台时2.342.342.34混凝土泵30m3/h台时1.081.081.08柱塞土泵10kW台时4.55.186.08灰浆泵4kW台时2.72.72.7
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