桥梁工程量计算表

编号直径（mm）每根长（cm）根数共长（m）单位重（kg/m)共重（kg)备注1Φ 251592.926414.153.8501594.482φ 1044932.11449.320.617277.233φ 10395.4415.820.6179.76桩径1.5m4Φ 25419.8729.393.850113.1514.9265φ 10530.1631.810.61719.636Φ 2544.1167.063.85027.187Φ 25336.4723.553.85090.67合计：光圆钢筋306.6带肋钢筋1825.50C25砼26.38编号直径（mm）每根长（cm）根数共长（m）单位重（kg/m)共重（kg)备注1Φ 251607.726418.003.8501609.302φ 1045363.31453.630.617279.893φ 10395.4415.820.6179.76桩径1.5m4Φ 25419.8729.393.850113.1515.0745φ 10530.1631.810.61719.636Φ 2544.1167.063.85027.187Φ 25336.4723.553.85090.67合计：光圆钢筋309.3带肋钢筋1840.30C25砼26.64编号直径（mm）每根长（cm）根数共长（m）单位重（kg/m)共重（kg)备注1Φ 251592.926414.153.8501594.482φ 1044932.11449.320.617277.233φ 10395.4415.820.6179.76桩径1.5m4Φ 25419.8729.393.850113.1514.9265φ 10530.1631.810.61719.636Φ 2544.1167.063.85027.187Φ 25336.4723.553.85090.67合计：光圆钢筋306.6带肋钢筋1825.50C25砼26.38编号直径（mm）每根长（cm）根数共长（m）单位重（kg/m)共重（kg)备注1Φ 251607.726418.003.8501609.302φ 1045363.31453.630.617279.893φ 10395.4415.820.6179.76桩径1.5mXXXXX桥工程量计算表(示例)表1 XXXX桥左幅0号台1号桩基工程数量表表2 XXXXXX左幅0号台2号桩基工程数量表表3 XXXXX桥右幅0号台1号桩基工程数量表表4 XXXXXX桥右幅0号台2号桩基工程数量表4Φ 25419.8729.393.850113.1515.0745φ 10530.1631.810.61719.636Φ 2544.1167.063.85027.187Φ 25336.4723.553.85090.67合计： 光圆钢筋309.3带肋钢筋1840.30C25砼26.64编号直径（mm）每根长（cm）根数共长（m）单位重（kg/m)共重（kg)备注1Φ 251893.134643.653.8502478.052φ 1065781.01657.810.617405.873φ 10489.6419.580.61712.08桩径1.8m4Φ 25514.0946.263.850178.1017.9285φ 10624.3637.460.61723.116Φ 2544.1208.823.85033.967Φ 25414.4937.303.850143.61合计： 光圆钢筋441.1带肋钢筋2833.70C25砼45.62编号直径（mm）每根长（cm）根数共长（m）单位重（kg/m)共重（kg)备注1Φ 251907.534648.553.8502496.922φ 1066290.71662.910.617409.023φ 10489.6419.580.61712.08桩径1.8m4Φ 25514.094...