项目名称:2号中桥上 部 构 造单位主梁C50混凝土C50钢纤维混凝土C30混凝土混凝土C25混凝土C20片石混凝土沥青混凝土φs15.2钢绞线8HPB300101214钢筋HRB4001620222528桥面专用防水材料凿毛支座预埋钢板锚固钢筋波纹管GYZφ350×85CR)□920×440×20HRB400 (20)φ外7780型伸缩缝Q235钢板铸铁泄水管(横排)缓冲垫块15—6型锚具15—7型开挖土方开挖石方台背回填砂砾石基坑回填m3m3m3m3编制
复核
套4.04.02112.03168.02020.02552.02112.03168.02020.02552.0审核
4.02112.03168.02020.02552.0m2m2套KgKgmmKg套块84.080.01659.516.01958.9215.6899.462.062028.08713.94869.2982.18713.94869.2982.1620.028.01958.9215.6899.462.01659.516.084.080.09443.9869.29443.9869.29443.99583.14869.2982.1620.028.01958.9215.6899.462.01659.516.084.080.0kg164.277972.478136.510471.110471.188607.69566.813059.221173.61769.7987.011336.435219.82670.42670.4698.1383.2383.2698.111719.638588.3kg6472.0440.153.853.86472.0440.1m313.815.7288.0桥面铺装71.71.60人行道及栏杆支座伸缩缝桥面排水合 计359.71.613.815.7633357.0990.262.162.1149.62.1151.7盖梁墩身系梁桩 基合 计台帽、耳台身及侧背墙墙基础合 计搭板挡块、垫石合 计359.71.6227.515.7990.253.86472.0440.1下 部 构 造桥 墩桥 台总计C4-2-1
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