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乌珠水闸工程量计算表(成果).xls

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乌珠水闸工程量计算表(成果).xls

项目单位工程量计算公式计算结果扩大系数备注一.土方工程1土方开挖m32488.782488.781内河侧m3623.5072.58.6623.501闸室段m3374.4046.88374.401外河侧m31490.88149.329673.51490.8812土方回填m33624.533624.531内河侧m31009.69(31.843.55)13.41009.691闸室段m3591.00(33.525.6)10591.001外河侧m31490.40(52.368.5)844176761490.401大堤内侧道路填土方m3533.442716(1.52.4)5.80.524100533.4413购买土方量m31607.691607.694前后连接段疏浚m3690.002.32015690.001二.外江连接段11抛石护底m3140.008250.7140.0012干砌石护坡72.001080.5880.572.0012外河侧埋石砼挡墙m311.16(30.5)3.750.51.711.1613C25悬臂挡土墙立板m320.11(0.250.4)3.750.5(106.5)20.1114C25悬臂挡土墙底板m322.540.4316.5(0.350.6)0.350.516.522.5415C15砼垫层m34.9530.1(106.5)4.9516碎石挤桩头m314.8530.3(106.5)14.8517C25砼U型槽侧墙m329.70(6.153.75)60.50.5229.7018C25砼U型槽底板m314.10(45.4)60.50.514.1019C25砼U型槽底板齿墙m33.76(1.10.5)0.50.5(45.4)3.76110C15砼垫层m32.82(45.4)60.50.12.82111松木桩(尾径不小于80mm,长5m)根198.00616.5/0.5198.00112预应力砼管桩(直径400mm,AB型)m3126.00718126.00113外河侧砼踏步m34.452.1331.62.590.224.45114平面钢模板m2238.66238.661悬臂挡土墙立板模板m2133.82(3.750.20.253.350.56)16.5133.821悬臂挡土墙底板模板m218.98(0.750.4)16.518.981U型槽侧墙模板m262.21(6.153.75)60.52(0.250.5)3.750.5262.211U型槽底板模板m26.000.5626.001外河侧埋石砼挡墙模板m213.183.751.741.713.181砼踏步挡墙模板m24.480.151.62.1224.48115钢筋制安t8.598.59116塑料止水接缝板m212.52(0.53.750.43)20.656.80.65312.521三.闸室段11C25砼闸室底板m348.864.30.6515(0.651.5)0.750.54.3248.8612C25砼闸室侧墙m3119.936.150.65152119.9313C25砼闸室顶板m320.2530.451520.2515C30砼交通桥铺装m33.440.184.33.441乌珠水闸工程量计算表(水工部分)16C15砼垫层m37.920.14.517.67.9216C25砼拦板m31.55(0.250.15)0.90.54.321.5517检修桥不锈钢栏杆m17.264.321.2661.117.2618预应力砼管桩(直径400mm,AB型)m288.001618288.0019平面钢模板m2417.09417.091闸室底板模板m225.520.652151.44.325.521闸室侧墙模板m2364.506.151526152364.501闸室顶板模板m25.4030.4545.401交通桥铺装模板m22.460.14.3280.122.461交通桥砼栏杆模板m219.21(0.90.151.1)4.32(0.150.25)0.90.5419.21110两布一膜250g/mm/m2m275.684.317.675.68112止水紫铜片m33.00(46.252)233.00113钢筋制安t13.2413.24114塑料止水接缝板m26.370.656.80.6536.37四.内江连接段11抛石防冲槽m367.50(0.51)50.51867.5012M7.5浆砌石护底m397.68178.850.5(10.5)0.50.5(5.416.6)97.6813埋石砼挡墙恢复m381.545.4(8.36.8)81.5414恢复挡墙底板砼m320.293.360.4(8.36.8)20.2913C25悬臂挡土墙立板m319.85(0.250.4)3.450.5(7.110.6)19.8514C25悬臂挡土墙底板m321.240.43(7.110.6)21.2415粗砂反滤层m311.683.30.2(7.110.6)11.6816碎石反滤体m31.770.50.2(7.110.6)1.7717C15砼垫层m35.3130.1(7.110.6)5.3118碎石挤桩头m315.9330.3(7.110.6)15.9317C25砼U型槽侧墙m328.80(6.153.45)60.50.5228.8018C25砼U型槽底板m314.10(45.4)60.50.514.1019C25砼U型槽底板齿墙m33.76(1.10.5)0.50.5(45.4)3.76110C15砼垫层m32.82(45.4)60.50.12.82111碎石反滤层m38.46(45.4)60.50.38.46112土工布250g/m2m256.40(45.4)60.5256.40116埋石砼挡土墙1m3369.6015.424369.60117埋石砼挡土墙2m319.9912.31.62519.99118埋石砼挡土墙3m36.557.70.856.55118砼路面防护拦m311.0525.70.4311.05114松木桩(尾径不小于80mm,长5m)根396.006366152396.00113φ80PVC排水管m8.600.35(7.110.6)/20.4560.748.60115砼预应力管桩(直径400mm,AB型)m126.00718126.00116平面钢模板m2521.47521.471悬臂挡土墙立板模板m2146.79(3.750.20.253.350.56)(7.310.8)146.791悬臂挡土墙底板模板m214.480.42(7.310.8)14.481U型槽侧墙模板m261.99(6.153.75)60.52(0.250.5)3.450.5261.991U型槽底板模板m26.000.5626.001埋石砼挡土墙1模板m2194.0412.615.4194.041埋石砼挡土墙2模板m234.4412.32.834.441埋石砼挡土墙3模板m24.627.70.64.621砼路面防护拦模板m259.1125.72.359.111217钢筋制安t7.717.71118塑料止水接缝板m25.521.3845.52119U型槽侧壁排水管m6.000.5626.001五.引堤道路11砼路面水泥石粉垫层m3208.0010400.2208.0012C30砼路面m3239.2010400.23239.2013草砖护坡m2345.82345.82345.8214预制砼块护坡m2302.60302.6302.6015外河侧坡面水泥石粉垫层m330.26302.60.130.261六.临时工程11外河竹排围堰填充砂土m3272.7010.127272.701需拆除2外河围堰土工膜(250g/m2)m2168.50527.22.513168.501需拆除3外河竹排桩围堰袋装砂m3132.574.9127132.571需拆除4外河砂包围堰袋装砂m367.605.21367.601需拆除5内河围堰土工膜(250g/m2)m2126.003.5218126.001需拆除6内河围堰填充砂m3174.609.718174.601需拆除9桩基工作平台石粉垫层m363.10126.20.563.1010.5m厚需清除10杉桩根182.00552362182.001需拆除11基坑支护松木桩根1048.0010481048.001需拆除七.其它11DV镀锌灌浆管m34.757.225.64.72.557.534.751φ=502回填灌浆面积m264.50154.364.5013永久沉降观测点个12.0012.0014水尺把2.002.0015拆除原砼路面m21040.0010401040.0017启闭机房m28管理房m26拆除原水闸宗19环境整治项110拆除木朋m28611拆除原管理房m24211临时占地亩3.0012拆除原浆砌石挡墙m359.400.62.12.20.515.245.1413

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