2016年吴兴区杨家埠街道施家门河道疏浚工程量计算表河道名称河道疏浚长度断面序号疏浚断面积疏浚平均断面积断面间距疏浚工程量平方米平方米米立方米10.180.650.1220.184.3630.52132.9138.5311.3738.07432.814.2112.98.87633.11511.7010.2535.74366.16河道1366.768.798.8361.21540.4878.877.7048.42372.8386.537.2748.79354.468.006.1149.83304.2194.214.214.6319.49小计366.7366.73156.
2016年吴兴区杨家埠街道施家门河道疏浚工程量计算表河道名称河道疏浚长度断面序号疏浚断面积疏浚平均断面积断面间距疏浚工程量平方米平方米米立方米3.483.6712.7713.484.0357.25230.4324.5711.7756.10660.02318.9616.9455.26936.10414.9214.1449.99706.61513.3513.6942.99588.53614.0312.8723.33300.26711.71河道2507.49.0033.92305.1186.2811.1729.93334.32916.0613.9853.52747.941011.8.6351.74446.52115.375.3718.3998.755.549.2251.08125.545.2922.06116.59135.03小计507.4507.45535.03
