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人工汽油柴油电风水48.769.118.542.570.330.9557011挖泥船0.5m3288.58801000007071自航泥驳40m392.1550690007050交通艇53KW57.8520720007044锚艇35KW60.240480007087油驳55T88.9250120007012挖泥船1m3618.38801450007072自航泥驳65m3122.876090000工程名称:高新区河道整治工程序号机械名称一类费用二类费用单位:元煤木柴小计001244.08978.665541001532.6600833.06542.95382.2669925.2100712.4371.37398.8872770.2500604.96399.24265.9248665.1600346.28368.7266.4812435.2001628.381443.46803.31452246.76001061.16685.43498.6901184.03备注（柴油差价5.54）柴油补差量补差后单价二类费用机械台班费(限价)工料名称单位单价(元)工料定额人工工日48.7635.00挖泥船1m3艘班1443.4619.85自航泥驳65m3艘班685.43417.04交通艇53KW艘班371.376.62锚艇35KW艘班399.249.93油驳55T艘班368.726.62其他机械费%360551.794.00直接工程费小计措施费6%直接费间接费10%利润5%柴油补差5.5441444.57税金3.41%合价施工条件河道底基本位于淤泥质粘土Ⅱ3，性质差且全区分布，属流塑状态定额单位10000m3单价序号1项目名称新杨木碶河清淤工程定额编号70188工料名称单位单价(元)工料定额人工工日48.7635.00挖泥船1m3艘班1443.4619.85自航泥驳65m3艘班685.43417.04交通艇53KW艘班371.376.62锚艇35KW艘班399.249.93油驳55T艘班368.726.62其他机械费%386420.974.00直接工程费小计措施费6%直接费间接费10%利润5%柴油补差5.5441444.57税金3.41%合价定额单位10000m3项目名称江塘河清淤工程定额编号70188施工条件河道底基本位于淤泥质粘土Ⅱ3，性质差且全区分布，属流塑状态单价序号2工料名称单位单价(元)工料定额人工工日48.7660.00挖泥船0.5m3艘班978.6633.29自航泥驳40m3艘班542.95708.02交通艇53KW艘班371.3711.10锚艇35KW艘班399.2416.64油驳55T艘班368.7211.10其他机械费%507434.044.00直接工程费小计措施费6%直接费间接费10%利润5%柴油补差5.5453913.50税金3.41%合价定额编号70202施工条件河道底基本位于淤泥质粘土Ⅱ3，性质差且全区分布，属流塑状态定额单位10000m3单价序号3项目名称渡驾桥江清淤工程工料名称单位单价(元)工料定额人工工日48.7660.00挖泥船0.5m3艘班978.6633.29自航泥驳40m3艘班542.95708.02交通艇53KW艘班371.3711.10锚艇35KW艘班399.2416.64油驳55T艘班368.7211.10其他机械费%478067.654.00直接工程费小计措施费6%直接费间接费10%利润5%柴油补差5.5453913.50税金3.41%合价施工条件河道底基本位于淤泥质粘土Ⅱ3，性质差且全区分布，属流塑状态定额单位10000m3单价序号4项目名称陈渡界北一河清淤工程定额编号70202合价(元)1902.861.11531947.741.115318720.851.1152741.191.1154420.371.1152721.631.11516080.611.115378535.251.11522712.121.115401247.371.115190.291.11520071.881.115256007.251.11523103.321.115700620.111.115河道底基本位于淤泥质粘土Ⅱ3，性质差且全区分布，属流塑状态10000m31新杨木碶河清淤工程70188合价(元)2039.391.19534239.951.195341588.721.1952937.871.1954737.521.1952916.911.19518470.921.195406931.281.19524415.881.195431347.161.195203.941.19521577.551.195274375.491.19524807.891.195752312.031.19510000m3江塘河清淤工程70188河道底基本位于淤泥质粘土Ⅱ3，性质差且全区分布，属流塑状态2合价(元)3437.581.17538281.021.175451694.461.1754843.591.1757805.941.1754809.031.17520297.361.175531168.991.17531870.141.175563039.121.175343.761.17528169.141.175350949.931.17532139.321.175974641.271.17570202河道底基本位于淤泥质粘土Ⅱ3，性质差且全区分布，属流塑状态10000m33渡驾桥江清淤工程合价(元)3238.641.10736065.611.107425553.841.1074563.281.1077354.191.1074530.721.10719122.711.107500428.991.10730025.741.107530454.731.107323.861.10726538.931.107330639.631.10730279.341.107918236.501.107河道底基本位于淤泥质粘土Ⅱ3，性质差且全区分布，属流塑状态10000m34陈渡界北一河清淤工程70202