钢筋、砼材料节超表.xlsx

钢筋、砼材料节超表.xlsx

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青青岛岛1212标标项项目目主主要要材材料料消消耗耗节节超超分分析析汇汇总总表表项目名称：

青岛3号线土建12标填报日期：

2013.6.15截止日期：

2013.5.25序号材料名称规格型号单位图纸净用量定额用量（含合理损耗）实际消耗量节（-）超（+）量1节超率1节（-）超（+）量2节超率2采购均价（元）节（-）超（+）金额（元）备注ABCD=C-AE=D/A*100F=C-BG=F/B*100HI=H*F一3号线围护一级钢筋6.5t16.67917.01323.2656.58639.49%6.25236.75%一级钢筋8t4.0174.0973.887-0.13-3.24%-0.21-5.13%一级钢筋10t15.01915.31914.895-0.124-0.83%-0.424-2.77%一级钢筋12t85.97987.69985.484-0.495-0.58%-2.215-2.53%二级钢筋14t11.17411.39712.0570.8837.90%0.665.79%二级钢筋18t18.75419.12919.1080.3541.89%-0.021-0.11%二级钢筋20t19.12719.51020.5071.387.21%0.9975.11%二级钢筋22t218.681223.055212.707-5.974-2.73%-10.348-4.64%二3号线主体一级钢筋8t18.36618.73316.354-2.012-10.96%-2.379-12.70%一级钢筋10t123.316125.78264.127-59.189-48.00%-61.655-49.02%二级钢筋12t49.61950.61152.3352.7165.47%1.7243.41%二级钢筋14t98.064100.025100.5712.5072.56%0.5460.55%二级钢筋18t251.534256.565237.15-14.384-5.72%-19.415-7.57%二级钢筋20t12.04312.28414.3512.30819.16%2.06716.83%二级钢筋22t128.386130.954108.664-19.722-15.36%-22.29-17.02%二级钢筋25t383.911391.589398.51914.6083.81%6.931.77%二级钢筋28t240.011244.811237.056-2.955-1.23%-7.755-3.17%二级钢筋32t117.336119.683132.93715.60113.30%13.25411.07%三换乘大厅一级钢筋6.5t0.520.5303.5853.065589.42%3.055576.42%图纸净用量数据来源请参见附表，、一级钢筋10t23.65524.12822.111-1.544-6.53%-2.017-8.36%二级钢筋14t0.7040.7181.4580.754107.10%0.74103.06%二级钢筋16t11.11911.34115.5624.44339.96%4.22137.22%二级钢筋18t13.83114.10817.753.91928.33%3.64225.82%二级钢筋20t14.91215.21015.5650.6534.38%0.3552.33%三级钢筋22t62.10563.34759.66-2.445-3.94%-3.687-5.82%三级钢筋28t11.59411.82611.8260.2322.00%00.00%四站后区间一级钢筋8t0.4670.4760.214-0.253-54.18%-0.262-55.04%图纸净用量数据来源请参见附表，、一级钢筋10t2.2392.2840.104-2.135-95.36%-2.18-95.45%一级钢筋12t33.89434.57220.177-13.717-40.47%-14.395-41.64%二级钢筋12t21.1521.57314.145-7.005-33.12%-7.428-34.43%二级钢筋14t8.9349.11316.9658.03189.89%7.85286.16%二级钢筋16t4.3974.4854.4850.0882.00%00.00%三级钢筋16t3.7923.8685.5061.71445.20%1.63842.35%二级钢筋18t5.4715.5805.4720.0010.02%-0.108-1.94%二级钢筋20t7.4647.6137.6130.1492.00%00.00%三级钢筋20t103.859105.93677.572-26.287-25.31%-28.364-26.77%三级钢筋22t三级钢筋22t6.1206.242-6.120-100.00%-6.242-100.00%三级钢筋25t128.679131.253119.51-9.169-7.13%-11.743-8.95%三级钢筋28t4.6404.7334.368-0.272-5.86%-0.365-7.71%三级钢筋32t38.59139.36317.046-21.545-55.83%-22.317-56.70%五2号出入口一级钢筋10t2.3152.3611.999-0.316-13.65%-0.362-15.33%二级钢筋14t0.1160.1180.1180.0021.72%00.00%二级钢筋20t0.4960.5060.4960.0000.00%-0.01-1.98%三级钢筋22t11.00211.22210.728-0.274-2.49%-0.494-4.40%合合计计22333344.00882222338800.77662222220088.000099-112266.007733-55.4400%-117722.775533-77.2266%附：

材料图纸净用量及定额用量（含合理损耗）计算表编制：

审核：

图纸净用量数据来源请参见附表，、序号部位名称单位一级一级一级一级二级二级二级三级二级二级三级二级三级三级三级三级分部分项钢筋汇总6.581012121416161820202222252832一一车车站站围围护护结结构构灌注桩钢筋笼t85.4491.65211.506198.449297.056冠梁t15.0197.43116.13938.589挡墙t1.5319.52218.75429.807桩间喷射网片t13.5513.550支护网片t3.1292.4865.615锚杆支护3.0383.038格构柱基础t0.530.1901.0551.775小小计计1166.66779944.0011771155.0011998855.9977991111.1177441188.7755441199.112277221188.668811338899.443300二二主主体体结结构构主主体体钢钢筋筋（小小计计）tt1188.336666112233.3311664499.6611999988.006644225511.5533441122.004433112288.338866338833.991111224400.001111111177.33336611442222.558866三三换换乘乘大大厅厅围围护护结结构构灌注桩钢筋笼t9.4720.70413.63257.47281.280冠梁t5.7761.284.63311.689L型挡墙t8.40711.11913.83111.59444.951喷射砼网片t0.520.520小小计计00.55222233.66555500.7700441111.1111991133.8833111144.9911226622.1100551111.559944113388.444400四四站站后后区区间间灌注桩钢筋笼t33.8942.3227.46476.316105.436225.432冠梁GL1t21.15021.61622.83165.597GL2tGL3tI型挡墙t0.4672.5063.7925.92712.692L型挡墙t0.9024.3975.4714.64015.410砼支撑t1.3374.1066.120.41238.59150.566小小计计00.44667722.2233993333.8899442211.11550088.99334444.33997733.77992255.44771177.446644110033.88559966.112200112288.66779944.6644003388.559911336699.669977五五22号号出出入入口口灌注桩钢筋笼t2.3150.1160.49611.00213.929小小计计22.33115500.11116600.4499661111.0000221133.992299合合计计tt1177.1199992222.885500116666.554444116699.4499222211.115500111188.9999221155.55116633.779922228899.5599005544.004422110033.885599334477.0066777799.222277551122.559900225566.224455115555.992277等级单位：

kg一级钢一级钢一级钢一级钢二级钢二级钢二级钢型号6.5810121214161776.25113.843631.19322.542452.65156.532535.09291.719061.12554.9514437.3882.24站后区间钢筋笼33893.62321.811642.986288.127766.84182.121269.57站后GL1（冠梁）21149.59759.88100.78939.57207.97501.5589.16152.4640.95152.4628.16站后I型挡墙467.022505.924397.46901.53站后L型挡墙901.534397.461214.1866307.8583253.753041464.44337.1880.62945.4200.3697.74407.8258.6497.7474.148884.2945418.3249砼支撑斜撑及预埋件1336.51084105.995411119.254242983.2换乘大厅挡墙8407.211119.2520换乘大厅喷射砼5201093.5757.931221.1557.932号出入口桩钢筋2314.72115.86汇总520467.0212959.960833893.621149.599049.585415516.66单位t0.46712.9633.89421.159.0515.517三级钢二级钢二级钢三级钢三级钢三级钢三级钢三级钢汇总1161820202225283211817.9611817.961776.25364.57364.57113.8416140.9616140.963631.19860.8860.8322