5321现浇箱梁混凝土7769.5立方混凝土砼M325194237.5木模板4200003500022钢筋1532.3吨钢筋绑扎T410628243木方条、蝴蝶扣件及拉杆、工字钢等28000023模板面积42770.1m2模板安装拆除㎡301283103钢管顶托480000350001500024钢管支架面积122400m³支架搭设拆除11134640025支架预压8600022000018000小计金额(元)3451983.5126600035000270000180001255785166561.526防护栏、垫石混凝土1761.2立方混凝土砼M33154598刚模板3200027钢筋290.8吨钢筋绑扎T430124044木方条、蝴蝶扣件及拉杆2500模板面积5032m2模板安装拆除㎡31155992钢管顶托360012002500小计金额(元)3346343810012006500250011848394782波纹管及钢铰线重量177.451吨机械人工费13502395593000150005500小计金额(元)23955930001500055008928271987支座安装数量93个人工费250232508000小计金额(元)232508000106832318防水层面积25161.3平方人工费61509683500小计金额(元)15096835005214159682伸缩缝数量405.7米人工费19579111.530002800小计金额(元)79111.530002800237487285.5破桩头数量200个人工机械费450900001500012000土方开挖方量6293m3956637小计金额(元)14663715000120005802179439合计:14500003800001500008111988.02费用金额总计:总计10091988.02
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