第10期计量预制T梁计算表
项目名称：浙江省乐清湾大桥及接线工程 施工单位：中铁四局集团第一工程有限公司监理单位：浙江公路水运工程监理有限公司 合 同 号：YS03图纸数量实际数量计量序号部位项目名称单位（kg）（kg）比例403-3-a(光圆钢筋）kg1376.451376.4515%30M中跨403-3-b（带肋钢筋）kg5387.115387.1185%1411-5-a（钢绞线）中梁kg744.30744.30100%411-8-b（C50砼）m³30.1230.12403-3-a(光圆钢筋）kg1180.971180.9715%30M中跨403-3-b（带肋钢筋）kg5553.505553.5085%2411-5-a（钢绞线）边梁kg873.80873.80100%411-8-b（C50砼）m³29.5129.51403-3-a(光圆钢筋）kg1350.471350.4715%403-3-b（带肋钢筋）kg4852.304852.3085%30M边跨411-5-a（钢绞线）3kg843.40843.40100%中梁411-8-b（C50砼）m³29.3329.33403-3-d（Q235钢材）kg82.4382.43403-3-a(光圆钢筋）kg1154.511154.5115%403-3-b（带肋钢筋）kg5021.055021.0585%30M边跨411-5-a（钢绞线）4kg972.90972.90100%边梁411-8-b（C50砼）m³28.7928.79403-3-d（Q235钢材）kg82.4382.43403-3-a(光圆钢筋）kg1337.771337.7715%28M中跨403-3-b（带肋钢筋）kg5170.015170.0185%5411-5-a（钢绞线）中梁kg663.30663.30100%411-8-b（C50砼）m³28.5528.55403-3-a(光圆钢筋）kg1126.381126.3815%28M中跨403-3-b（带肋钢筋）kg5299.165299.1685%11-5-a（钢绞线）边梁kg723.70723.70100%411-8-b（C50砼）m³27.9027.90403-3-a(光圆钢筋）kg1320.601320.6015%403-3-b（带肋钢筋）kg4673.354673.3585%28M边跨411-5-a（钢绞线）7kg755.70755.70100%中梁411-8-b（C50砼）m³27.7627.703-3-d（Q235钢材）kg82.4382.43403-3-a(光圆钢筋）kg1108.731108.7315%403-3-b（带肋钢筋）kg4800.514800.5185%28M边跨411-5-a（钢绞线）8kg816.10816.10100%边梁411-8-b（C50砼）m³27.1827.18403-3-d（Q235钢材）kg82.4382.43403-3-a(光圆钢筋）kg403-3-b（带肋钢筋）kg9411-5-a（钢绞线）kg411-8-b（C50砼）m³403-3-d（Q235钢材）kg计量计量数量片数（kg）1328630.2321112051.93116374.60626.50580.62638041.4716116.60202.141217961.1910535.553109.20390.091096.3263983.05317322.02918.7099.33284.38193812.65014734.5400.0081.3753097.53014572.6821447.4076.731380.05131778.7843778.50188.77560.5265100.14222082.36232.40125.03379.1879654.465314685.373448.40017.9432320.405备注合计计算： 专业监理: 合同监理：
