银百高速甜永TY11标---11月份成本分析

银百高速（G69）甜永TY11项目经理部2018年11月份项目预算执行月分析编 制:复 核:审 批:中铁隧道集团二处有限公司银百高速（G69）甜永TY11项目经理部 二一八年十一月五日银百高速（G69）甜永TY11标2018年11月份项目预算执行月分析说明本月完成产值2697.4325万元，项目责任成本2071.3930万元，总成本费用为2242.1932万元，本期责任成本亏损170.8002万元。开累产值14931.6693万元，开累责任成本13843.8166万元，开累总成本费用17287.5733万元，开累责任成本亏损3443.7568万元。一、本月总体成本情况1、总收入。本月总产值为2697.4325万元，产值分布如下：章节单位产值（元）备注100章总则384462200章路基5380759400章桥4962185500章隧道16246919单口核算责任成本盈亏情况统计表序号工点单位产值责任成本费用支出本月责任成本盈亏1桥元515441649444468322349-3377903 3隧元1643915015769485 1416128216082032、总支出。本月费用支出2248.3630万元，支出基本情况如下表：序号名称单位人工费材料费机械费直接费间接费合计1桥元1754081 42900051743255388464 1465448322348 2隧道元2684404 9388537 1553333 388464 146544141612826合计4438484 13678542 3296588 776928 29308822483630二、责任成本盈亏情况说明1、人工费：11月共发生人工费共计443.8484万元（其中：劳务及职工工资53.06万元）。占责任成本的21.43%，处核定人工费比例为23.04%，低于处核定比例1.61%，节支金额33.3494万元。2、材料费：2.1材料费消耗1367.0652万元，占责任成本的66.00%，处核定材料费比例53.14%，高于处核定比例12.86%。超支金额为266.3811万元。其中主材为1325.5456万元，占责任成本的63.99%；辅材为41.1212万元，占责任成本的1.99%；周转性材料0.3983万元，占责任成本的0% 单口材料考核（隧道一队）-设计量/实耗量序号材料名称单位材料数量材料数量设计数量实耗数量量差应耗数量实耗数量量差123678=6-7678=6-72盘条8t32.9236.821-3.90143.2536.8216.4293螺纹钢22t34.3421.31713.02334.3221.31713.0034螺纹钢25t14.7142.38212.33213.6012.38211.2195I16工钢t00.281-0.28100.281-0.2816I18工钢t00.243-0.2430.430.2430.1877I20b工钢t164.71165.055-0.345168.17165.0553.115810mm钢板t02.475-2.47502.475-2.475916mm钢板t12.4913.773-1.28313.713.773-0.0731042*4mm无缝钢管t23.693.3620.3323.9883.3620.62811软式半圆管100m0776.5-776.5780.9776.54.412土工布m2226.43104122.43226.43104122.4313波纹管m99.75100-0.2599.75100-0.2514C25喷砼m31035.861625-589.141584.991625-40.01注：10mm钢板超耗2.475t，是拱架帮铁焊接使用了，在正常超耗范围内。C25喷射砼超耗40m3，生活区房屋地面硬化使用了一部分及检查封闭掌子面使用了。单口材料考核（隧道二队）-设计量/实耗量序号材料名称单位材料数量材料数量设计数量实耗数量量差应耗数量实耗数量量差123678=6-7678=6-72盘条8t28.9931.987-2.99737.9631.9875.9733螺纹钢22t36.02518.8417.18530.11418.8411.2744螺纹钢25t12.8412.07510.76613.1332.07511.0585I16工钢t0.281-0.2810.281-0.2816I18工钢t00.243-0.2430.320.2430.0777I20b工钢t145.421145.775-0.354149.47145.7753.695810mm钢板t8.2832.1816.10212.1762.1819.995916mm钢板12.172-12.17212.172-12.1721042*4mm无缝钢管t20.5874.7715.81721.1664.7716.39611镀锌钢管m24-2424-2412土工布m22060206206020613波纹管m90.7591-0.2590.7591-0.2514软式半圆管100m0680-680678.3680-1.715C25喷砼m3916.7331506-589.2671404.21506-101.8注：C25喷砼超耗101.8m3，原因未说明，将进行超耗部分按其价值的50%进行处罚。单口材料考核（衬砌一队）-设计量/实耗量序号材料名称单位材料数量材料数量设计数量实耗数量量差应耗数量实耗数量量差123678=6-7678=6-72盘条8t12.018.5853.42511.88.5853.2153螺纹钢12t17.1927.702-10.51226.7827.702-0.9224螺纹钢22t83.15131.159-48.009130.47131.159-0.6895防水板m23385.93588-202.13531.23588-56.86土工布m23650.153822-171.853852.8382230.87波纹管m446506-60446506-608软式半圆管100m686.4700-13.6686.4700-13.69中埋止水带m389.6425.5-35.9390425.5-35.510背贴止水带m472.5444824.54416.2448-31.811中心涵管m1081080108108012角钢50*50*5t00.588-0.58800.588-0.58813钢板4mmt00.848-0.84800.848-0.84814钢板10mmt00.551-0.55100.551-0.55115钢板16mmt00.515-0.51500.515-0.51516镀锌扁铁m018-18018-1817竹胶板张014-14014-1418方木m300.29-0.2900.29-0.2919C15混凝土m3745.2397348.2347.76397-49.2420C20混凝土m318.36711.3619.3712.321C30混凝土m32349.383328-978.623621.4713328293.47122C40混凝土m30196-1960196-19623C25混凝土m3023.5-23.5023.5-23.5注：防水板超耗56.8m2，波纹管超耗60m，其它量均在正常范围内，超耗部分按其价值的50%进行处罚。单口材料考核（衬砌二队）-设计量/实耗量序号材料名称单位材料数量材料数量设计数量实耗数量量差应耗数量实耗数量量差123678=6-7678=6-72盘条8t10.6496.7953.85410.4666.7953.6713螺纹钢12t20.1923.421-3.23123.0723.421-0.3514螺纹钢22t73.5112.279-38.779112.06112.279-0.2195防水板m22778.32561217.32948.42561387.46土工布m23014.553473-458.453180.63473-292.47波纹管m37231062372310628软式半圆管100m561.6375186.6561.6375186.69中埋止水带m327.8356-28.2328356-2810背贴止水带m340.82380-39.18350.2380-29.811中心涵管m969609696012角钢50*50*5t00.588-0.58800.588-0.58813钢板4mmt00.848-0.84800.848-0.84814钢板10mmt00.551-0.55100.551-0.55115钢板16mmt00.233-0.23300.233-0.23316镀锌扁铁40*40*4mmm024-24024-2417竹胶板张06-606-618木板m304.86-4.8604.86-4.8619C15砼m3662.4158.5503.9173.88158.515.3820C20砼m316.32160.3217.1161.121C30砼m32082.842867.5-784.663345.932867.5478.4322C25砼m30177.5-177.50177.5-177.5注：土工布超耗-292.4m2，其它超耗均在正常范围内，超耗部分将按其价值的50%进行处罚。单口材料考核（桥一队）-设计量/实耗量序号材料名称单位材料数量材料数量设计数量实耗数量量差应耗数量实耗数量量差123678=6-7678=6-72盘条12t6.4266.43-0.0046.4266.43-0.0043圆钢16t0.3030.30300.3030.30304螺纹钢25t3.13.103.13.105螺纹钢28t26.23526.636-0.40126.63626.63606声测管m774774077477407C40砼m3531.45720.5-189.05528.81720.5-191.69单口材料考核（桥二队）-设计量/实耗量序号材料名称单位材料数量材料数量设计数量实耗数量量差应耗数量实耗数量量差123678=6-7678=6-72盘条10t0.88970.8880.00170.88970.8880.00173螺纹钢12t6.1366.13606.1366.13604螺纹钢16t0.3910.39100.3910.39105螺纹钢25t8.198.26-0.078.268.2606螺纹钢28t21.94622.358-0.41222.35822.35807声测管m1038103801038103808C40砼m3632.051283-650.95632.051283-650.95注：桥一、桥二C40桩基混凝土超耗过大，原因是有5根桩基的混凝土方量工程部收方收到上个月了，造成这个月混凝土超耗过大。单口材料考核（墩柱一队）-设计量/实耗量序号材料名称单位材料数量材料数量设计数量实耗数量量差应耗数量实耗数量量差123678=6-7678=6-72盘条10t4.94.929-0.0294.94.929-0.0293盘条12t13.6914.508-0.81813.6914.508-0.8184盘条16t0.87270.952-0.07930.87270.952-0.07935盘条20t5.475.3590.1115.475.3590.1116螺纹钢22t0.5141.044-0.530.5121.044-0.5327螺纹钢25t3.753.88-0.133.753.88-0.138螺纹钢28t27.8627.5770.28328.1427.5770.5639焊管48t00.697-0.69700.697-0.69710竹胶板张029-29029-2911方木m302.77-2.7702.77-2.7712C20砼m310.1310.1310.1310.1313C30砼m3269.38269.38269.38269.3814C40砼m316.1416.1416.1416.1415C40小石子砼m38.88.88.88.8单口材料考核（墩柱二队）-设计量/实耗量序号材料名称单位材料数量材料数量设计数量实耗数量量差应耗数量实耗数量量差123678=6-7678=6-72盘条10t0.640.6400.640.6403盘条12t17.568717.5420.026717.568717.5420.02674盘条16t3.273.2640.0063.273.2640.006螺纹钢22t7.57537.4670.10837.57537.4670.10835螺纹钢25t18.39918.464-0.06518.46418.46408螺纹钢28t64.6865.09-0.4165.0965.0909土工布m20832-8320832-83212C20砼m310.8310.83013C30砼m3851.68851.68014C40砼m3175.67175.670单口材料考核（墩柱三队）-设计量/实耗量序号材料名称单位材料数量材料数量设计数量实耗数量量差应耗数量实耗数量量差123678=6-7678=6-72盘条10t2.632.6302.632.6303盘条12t6.677.808-1.1386.677.808-1.1384盘条16t1.371.409-0.0391.371.409-0.0395螺纹钢20t1.51.577-0.0771.51.577-0.0776螺纹钢22t2.743.265-0.5252.743.265-0.5257螺纹钢25t16.8817.307-0.42717.0117.307-0.2978螺纹钢28t11.6711.751-0.08111.7911.7510.0399工字钢I14t04.56-4.5604.56-4.5610工字钢I56Bt08.288-8.28808.288-8.28811焊管48t00.14-0.1400.14-0.1412竹胶板张050-50050-5013方木m301.92-1.9201.92-1.9214C20砼m310.110.110.110.115C30砼m3237.73237.73237.73237.7316C40砼m396.7896.7896.7896.78墩柱1.2.3队砼合计设计实耗量差C20砼31.0687.5-56.44C30砼1358.79677681.79C40砼288.591220.7-932.11C40小石子砼8.808.8C50砼018-18注：墩柱1、2、3队砼超耗-315.96m3，原因未找到，按其价值的50%进行处罚。3、拌合站材料消耗节超对比表 3.1本月拌合站拌合站共生产混凝土17502.8m3单口材料考核（拌合站）序号材料名称单位材料数量实耗数量应耗数量量差123768=7-62水 泥t5947.55939.527.983 中 沙t9707.410081.82-374.424碎石10-20MMm357045699.644.365碎石16-31.5MMm32848.62846.32.36米 石5-10mmm337403736.773.237减水剂t113.8114.4-0.68粉煤灰t1135.71129.226.48拌合站混凝土根据配合比反算成原材料，中沙超耗较大。原因是中沙到场含水率过高。3.2各种标号砼成本价计算表各种标号砼成本价计算表序号名称水泥粉煤灰减水剂速凝剂砂子碎石16-31.5碎石10-20碎石5-10小计1C40（桩基混凝土）145.69520.914 0 118.63 55.1 91.8 36.7 482.800 2C40（系梁混凝土）152.75916.5313 0 112.37 59.1 98.6 39.4 491.406 3C30（墩柱混凝土）130.68418.8113 0 120.33 55.9 93.2 37.3 468.950 4C30（抗滑桩混凝土）130.68418.8113 0 120.33 55.9 93.2 37.3 468.950 5C25（预制混凝土）117.43916.9113 0 115.82 58.0 96.7 38.7 456.286 6C25（隧道喷砼）210.5955016 61 147.16 0.0 0.0 124.1 558.424 7C20（片石混凝土）110.816515.9610 0 122.46 56.9 94.7 37.8 448.146 8C20系梁垫层砼110.816515.9611 0 122.46 56.9 94.7 37.8 449.890 9M10砂浆141.2800 0 229.51 0.0 0.0 0.0 370.793 4、钢筋加工厂材料消耗节超对比表4.1、1#加工厂材料消耗节超对比单口材料考核（1#加工厂）序号材料名称单位材料数量实耗数量应耗数量量差123768=6-7228螺纹钢t88.86387.823-1.04325螺纹钢t59.5957.189-2.401416螺纹钢t0.3730.3730516圆钢t0.730.730612盘条t15.65215.469-0.183710盘条t11.12311.047-0.0764.2、2#加工厂材料消耗节超对比单口材料考核（2#加工厂）序号材料名称单位材料数量实耗消耗量应耗领用量量差123768=6-7220bt312.375313.0760.701318t0.4760.6310.155416t0.5460.5620.016510cm钢板t5.6265.9280.302616cm钢板t26.88626.9440.0587