银百高速甜永TY11标---5月份成本分析

银百高速（G69）甜永TY11项目经理部2019年5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 二一九年五月十日银百高速（G69）甜永TY11标2019年5月份项目预算执行月分析说明本月完成产值1988.9967万元，项目责任成本1918.3393万元，总成本费用为2623.5372万元，本期责任成本亏损705.1979万元。开累产值26265.6491万元，开累责任成本24639.3377万元，开累总成本费用29544.8944万元，开累责任成本亏损4905.5567万元。一、本月总体成本情况1、总收入。本月总产值为1988.9967万元，产值分布如下：章节单位产值（元）备注100章总则346247200章路基882229400章桥10080189500章隧道85813022、总支出。本月费用支出2546.1519万元，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合计元485820614056583 2819173320849951905825461519二、责任成本盈亏情况说明1、人工费：5月共发生人工费共计408.6759万元（其中：劳务及职工工资48.4544万元）。占责任成本的18.95%，处核定人工费比例为23.04%，高于处核定比例2.12%，超支金额34.4881万元。2、材料费：2.1材料费消耗1405.6583万元，占责任成本的76.39%，处核定材料费比例53.14%，高于处核定比例23.25%。超支金额为427.8167万元。其中主材为1325.9653万元，占责任成本的72%（50.43%）；辅材为28.7548万元，占责任成本的1.56%（2.34%）；周转性材料50.9383万元，占责任成本的2.77%（0.37%）。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单价材料数量材料价款材料数量原因中标单价实际采购单价设计数量实耗数量量差中标金额（设计数量）实际采购价（设计数量）材料节超价差总额应耗数量实耗数量量差12345678=6-79=4*610=5*610=5*8111213=11-122盘条8t3655.174059.4721.44 21.808-0.364 78381.77 87051.61 -1477.31 21.16 21.808-0.65 原因：现场有滑层，0.65t考虑滑层的量3螺纹钢22t3854.324068.524.95118.8386.11396169.14 101513.14 24870.74 25.718.8386.8624螺纹钢25t3854.323690.17 8.0173.3084.70930900.08 29584.09 17377.01 8.1773.3084.869导管代替了一部分25钢筋（加宽段的）5I18工钢t3884.84273.121.835 5.57416.261 84824.61 93303.14 69484.88 6.512 5.5740.94 1、出口的量：2.244t。2、I20的量代替I22的量了：I20:11.26； I22:9.595. 节约：11.26-9.595=1.665t3、I22的代替I20的：超耗0.61t。总节约：/1.665-0.61=1.055t6I20工钢t3884.84350.820.45421.658-1.204 79459.70 88991.26 -5238.36 20.60 21.658-1.06 7I22工钢t3884.84045.34104.00 102.1411.861 404028.69 420725.24 7530.17 106.08 102.1413.94 88mm钢板t3168.374482.501.446-1.4460.00 0.00 -6481.70 01.446-1.45 设计：没有。实际：拱架链接腹板使用：1.45t910mm钢板t3168.374108.2712.820.3712.4540618.50 52668.02 51147.96 00.37-0.37节约：0.298t1016mm钢板t3168.373533.45012.422-12.4220.00 0.00 -43892.52 13.0912.4220.6681142*4mm无缝钢管t4080.265405.67.9015.12.80132238.13 42709.65 15141.09 8.9375.13.837其中：42*4mm无缝钢管代替了一部分25螺纹钢12土工布133.2490133.249133.2490133.249节约原因：使用的旧的，二衬的边角料13钢管桩50m34560345634560345614钻杆m05-505-5原因：出口领用的，算出口的15C25喷砼m3461.9492.00 726.86946-219.14335736.63 357615.12 -107816.88 937.91946-8.09封闭掌子面：12m3 最终节约：4m3砼备注：开挖1队：砼节约4m3，奖励4m3*200元/m3=800元 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单价材料数量材料价款材料数量备注中标单价实际采购单价设计数量实耗数量量差中标金额（设计数量）实际采购价（设计数量）材料节超价差总额应耗数量实耗数量量差12345678=6-79=4*610=5*610=5*8111213=11-122盘条8t3655.174154.1623.4720.6082.86285786.84 97498.14 11889.21 18.94220.608-1.666最终节约：1.666-0.462（滑层的量）-0.745（车行横洞的量）-0.197t（人行横洞）=0.262t（处罚）3螺纹钢22t3854.324014.3416.26716.1750.09262698.22 65301.27 369.32 16.80416.1750.629节约的量少了。4螺纹钢25t3854.323690.17 6.6133.5143.09925488.62 24403.09 11435.84 6.7453.5143.231导管代替25钢筋（加宽段的）5I16工钢t3884.84325.34 00.059-0.0590.00 0.00 -255.20 00.059-0.059有代替的工钢量，0.5275t5I18工钢t3884.84273.110.9182.0818.83742414.25 46653.71 37761.38 3.312.0811.2296I20工钢t3884.84277.3426.1944.469-18.279101742.91 112023.53 -78185.50 32.2344.469-12.2397I22工钢t3885.84195.6873.6562.69310.957286189.17 309011.83 45972.07 75.1262.69312.42788mm钢板t3168.373462.4101.317-1.3170.00 0.00 -4559.99 01.317-1.317拱架链接腹板使用：1.317t910mm钢板t3168.374108.2810.79010.7934186.71 44328.34 44328.34 0001016mm钢板t3168.373533.45011.862-11.8620.00 0.00 -41913.78 11.0111.862-0.8521142*4mm无缝钢管t4080.265295.5810.8476.2024.64544258.58 57441.16 24597.97 11.4566.2025.25413C25喷砼m3461.9492.00 571.65996.5-424.85264045.14 281251.80 -209026.20 878.84996.5-117.66仰拱超挖方量：88.5m3；封闭掌子面和车行横洞：38m3。实际节约：88.5+38-117.66=8.84m3（奖励）备注：1、盘条8：超耗0.262t，处罚：0.262*4154=1088元；2、C25喷砼：节约8.84m3，奖励：8.84*200=1768元；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单价材料数量材料价款材料数量中标单价实际采购单价设计数量实耗数量量差中标金额（设计数量）实际采购价（设计数量）材料节超价差总额应耗数量实耗数量量差12345678=6-79=4*610=5*610=5*8111213=11-122钢架I14t3884.84308.3612.469.1933.26748404.61 53682.17 14075.41 10.049.1930.8473钢架I16t3884.84264.8304.118-4.1180.00 0.00 -17562.57 3.934.118-0.1884网片8t3655.173730.172.473.098-0.6289028.27 9213.52 -2342.55 3.2953.0980.1975连接筋22t3854.323791.122.223.021-0.8018556.59 8416.29 -3036.69 2.863.021-0.1616锁脚锚杆25t3854.323860.772.2070.1482.0598506.48 8520.72 7949.33 2.2510.1482.1037钢板16mmt3168.374108.28 2.921.9830.9379251.64 11996.18 3849.46 2.981.9830.9978喷砼C25m3461.9492.00 170.89191-20.1178934.09 84077.88 -9894.12 283.119192.1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单价材料数量材料价款材料数量中标单价实际采购单价设计数量实耗数量量差中标金额（设计数量）实际采购价（设计数量）材料节超价差总额应耗数量实耗数量量差12345678=6-79=4*610=5*610=5*8111213=11-122钢筋16t3854.323978.235.3045.41-0.10620443.31 21100.53 -421.69 5.415.4103钢筋10t3655.174059.472.3712.42-0.0498666.41 9625.00 -198.91 2.422.4204混凝土C25m3318445.06173.76329-155.2455255.68 77333.63 -69091.11 249.7329-79.3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单价材料数量材料价款材料数量备注中标单价实际采购单价设计数量实耗数量量差中标金额（设计数量）实际采购价（设计数量）材料节超价差总额应耗数量实耗数量量差12345678=6-79=4*610=5*610=5*8111213=11-122盘条8t3655.173730.175.6463.4052.24120637.09 21060.54 8359.31 5.4913.4052.0863钢筋12t3655.173914.839.60911.243-1.63435122.53 37617.60 -6396.83 10.55411.243-0.689原因：边角料有剩余，模板加固使用4螺纹钢22t3854.323961.752.47668.324-15.848202259.30 207894.17 -62785.02 67.84868.324-0.476应耗-设计：67.848-52.476=15.372t；其中：设计定位筋没有给量：12.2t；其中：搭接量为1.16t设计是拱墙是5cm保护层，实际是紧贴岩面施工的（2.012t）5螺纹钢25t3854.323690.1708.18-8.180.00 0.00 -30185.59 7.78.18-0.48备注：打1组仰拱，2m台车6防水板m215.7216.49 1234.81326-91.219411.06 20361.85 -1503.89 1315.61326-10.47土工布m23.664.44 1189.21612-422.84352.47 5280.05 -1877.23 1445.61612-166.4其中养护考虑50m2，最终超耗：166-50=116m28116波纹管m26.2511.11187270-834908.75 2077.57 -922.13 211270-59材料损耗大，加强对半成品的保护（设定一个量，超耗考核）不作处罚，加强管理9中埋止水带m27.8264.35166.213630.24623.68 10694.97 1943.37 1661363010背贴止水带m27.8266.83210.817337.85864.46 14087.76 2526.17 177.61734.611仰拱中心涵管40m3103105252016120.00 16120.00 0.00 5252012涵管底座混凝土C20m3415.58415.588.8408.843673.73 3673.73 3673.73 9.309.313涵管碎石1020m3237.5237.521.1121.1105013.63 5013.63 0.00 21.1121.11014100半圆管m10.88.12249.6250-0.42695.68 2026.75 -3.25 249.6250-0.415仰拱C30砼m3445.06442.61 404.56715-310.44180053.47 179062.30 -137403.85 424.778715-290.22216仰拱C15砼m3387.47414.80 358.826332.8139024.24 148830.24 138045.44 376.7426350.7417衬砌C30砼m3445.06442.61 593.76756-162.24264258.83 262804.11 -71809.05 728.99756-27.01线行超挖考虑：728.99-596.76=132.23m3备注：1、螺纹钢25：超耗0.48t，处罚0.48*3690=1771元（退场材料缺乏管理）2、土工布：超耗116m2，处罚116*4.44=515元3、混凝土：合计砼：实耗大于设计139m3（超），实耗小于应耗33m3（节约）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单价材料数量材料价款材料数量备注中标单价实际采购单价设计数量实耗数量量差中标金额（设计数量）实际采购价（设计数量）材料节超价差总额应耗数量实耗数量量差12345678=6-79=4*610=5*610=5*8111213=11-122盘条8t3655.173730.176.7393.9672.77224632.19 25137.62 10340.03 5.7763.9671.8093钢筋12t3655.173914.8312.87313.233-0.3648368.86 51804.95 -1409.34 13.10713.233-0.1264螺纹钢22t3854.323831.8765.5486.587-21.047333734.01 331790.13 -80649.37 85.42386.587-1.164设计-应耗：65.54-85.423=19.883t；其中：设计定位筋没有给量：11.32t；1、设计是拱墙是5cm保护层，实际是紧贴岩面施工的2、搭接由于渐变段算不出来（8.563t）3、洞口明洞端墙接擦筋0.9545防水板m215.7216.49 12251250.6-25.619659.43 20622.39 -422.14 12801250.629.46土工布m23.664.44 1444.51562.6-118.15719.12 6937.94 -524.36 15161562.6-46.6仰拱养护使用，与1队一样考虑50m27116波纹管m26.2511.11187294-1077717.50 3266.34 -1188.77 226294-68材料损耗大，出考核办法，做出相应考核8中埋止水带m27.8264.35194.6208-13.45786.56 13384.80 -862.29 194208-147组仰拱，4组衬砌9背贴止水带m27.8266.83255.92478.96871.54 16507.01 594.79 208247-3910仰拱中心涵管40m3103108080024800.00 24800.00 0.00 8080011涵管底座混凝土C20m3415.58415.5813.6013.60.00 0.00 5651.89 14.3014.312涵管碎石1020m3237.5237.532.4832.4807714.00 7714.00 0.00 32.4832.48013100半圆管m10.88.12239.2100139.21080.00 812.00 1130.30 239.2100139.214仰拱C30砼m3445.06442.61 667.61293-625.4575462.58 572294.73 -276808.29 745.561293-547.4415仰拱C15砼m3387.47414.80 684.8284.5400.3110235.22 118010.60 166044.44 719.04284.5434.54衬砌C30砼m3387.47414.80 569.02863-293.98334386.61 357972.40 -121942.90 686.83569.02117.81备注：超挖仰拱44.5m3 备注： 1、钢筋12：超耗0.126t，处罚：0.126*3914=493元 2、混凝土：合计砼：实耗大于设计519m3（超），实耗小于应耗（节约）4.91m3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单价材料数量材料价款材料数量中标单价实际采购单价设计数量实耗数量量差中标金额（设计数量）实际采购价（设计数量）材料节超价差总额应耗数量实耗数量量差12345678=6-79=4*610=5*610=5*8111213=11-122HRB40028t3854.323897.2427.2530.6-3.35105030.22 106199.79 -13055.75 27.9430.6-2.663HRB40025t3854.323851.869.29.56-0.3635459.74 35437.11 -1386.67 9.279.56-0.294HRB40016t3854.323995.690.540.588-0.0482081.33 2157.67 -191.79 0.540.588-0.0485HPB30012t3854.324107.677.628.313-0.69329369.92 31300.45 -2846.62 7.628.313-0.6936HPB30010t3655.174174.22 0.930.932-0.0023399.31 3882.02 -8.35 0.930.932-0.002750声测管m13.7913.7912541319-6517292.66 17292.66 -896.35 12541319-658C40砼m482518765.25990-224.75368850.50 396399.50 -116420.50 765.25990-224.75备注：重新施工了2根15m的桩。（5#-2、5#-3）单口材料考核（墩柱一队）-设计量/实耗量序号部位材料名称单位材料单价材料数量材料价款材料数量中标单价实际采购单价设计数量实耗数量量差中标金额（设计数量）实际采购价（设计数量）材料节超价差总额应耗数量实耗数量量差12345678=6-79=4*610=5*611=5*81213142系梁、盖梁HRB40028t3854.323846.6816.192816.376-0.183262412.2362288.52-704.7116.37516.376-0.001 3HRB40022t3854.323784.056.800 6.828-0.02826209.3825731.54-105.956.800 6.828-0.028 4HRB40020t3854.3236952.230 2.831-0.6018595.138239.85-2220.72.450 2.831-0.381 5HRB40016t3854.323906.023.010 3.165-0.15511601.511757.12-605.433.000 3.165-0.165 6HRB40012t3854.324285.1310.216 10.287-0.071239374.9643776.03-305.110.216 10.287-0.071 8HRB40028t3854.324332.4832.570 33.32-0.75125535.2141108.87-3249.3633.320 33.320.000 9HRB40025t3854.323521.2116.770 16.86-0.0964636.9559050.69-316.9116.860 16.860.000 10HPB30012t3655.174312.217.280 7.28026609.6431392.8907.280 7.280.000 11HPB30010t3655.173811.642.280 2.2808333.798690.5402.280 2.280.000 12砼C20砼m3352.674249.300 17-7.73279.833943.2-3264.89.300 17-7.700 13C30砼m3447.96441683.820 750-66.18306324.01301564.62-29185.38683.820 750-66.180 14C40砼m3480.97518147.100 194-46.970750.6976197.8-24294.2147.100 194-46.900 单口材料考核（墩柱二队）-设计量/实耗量序号部位材料名称单位材料单价材料数量材料价款材料数量中标单价实际采购单价设计数量实耗数量量差中标金额（设计数量）实际采购价（设计数量）材料节超价差总额应耗数量实耗数量量差12345678=6-79=4*610=5*611=5*81213142系梁、盖梁HRB40028t3854.324036.1841.942.478-0.578161496.01169115.94-2332.9142.242.478-0.278 3HRB40022t3854.324046.96.700 6.6590.04125823.9427114.23165.926.700 6.6590.041 4HRB40020t3854.3236955.500 6.155-0.65521198.7620322.5-2420.236.200 6.1550.045 5HRB40016t3854.323521.22.800 3.851-1.05110792.19859.36-3700.782.800 3.851-1.051 6HRB40012t3854.32418820.920 20.94-0.0280632.3787612.96-83.7620.940 20.940.000 7HPB40010t3655.1738643.060 3.131-0.07111184.8211823.84-274.343.060 3.131-0.071 8墩柱HRB40028t3854.323940.756.450 58.67-2.22217576.36222452.52-8748.3558.670 58.670.000 9HRB40025t3854.323542.157.080 7.08027288.5925078.4207.080 7.080.000 10HPB30012t3655.174409.3112.500 12.5045689.6355116.38012.500 12.50.000 11HPB30010t3655.174174.20.000 000000.000 00.000 12砼C30砼m3447.964411121.75 1057.564.25502499.13494691.7528334.251121.750 1057.564.250 13C40小石子砼m3344.145186.380 6.5-0.122195.613304.84-62.166.380 6.5-0.120 备注：HRB40016超耗1.051t，原因（钢筋进场9m的，使用的是8m多，支座电石使用。单口材料考核（墩柱三队）-设计量/实耗量序号部位材料名称单位材料单价材料数量材料价款材料数量中标单价实际采购单价设计数量实耗数量量差中标金额（设计数量）实际采购价（设计数量）材料节超价差总额应耗数量实耗数量量差12345678=6-79=4*610=5*611=5*81213142系梁、盖梁HRB40028t3854.323950.915.100 15.274-0.174 58200.23 59658.59 -687.46 15.300 15.2740.026 3HRB40025t3854.323521.210.000 00.000 0.00 0.00 0.00 00.000 4HRB40022t3854.323870.92.300 2.334-0.034 8864.94 8903.07 -131.61 2.300 2.334-0.034 5HRB40020t3854.3236952.100 2.328-0.228 8094.07 7759.50 -842.46 2.350 2.3280.022 6HRB40016t3854.323521.21.200 1.1360.064 4625.18 4225.44 225.36 1.200 1.1360.064 7HRB40010t3655.174030.171.090 1.12-0.030 3984.14 4392.89 -120.91 1.090 1.12-0.030 8HPB30012t3655.174294.167.800 7.907-0.107 28510.33 33494.45 -459.48 7.818 7.907-0.089 9墩柱HRB40028t3854.323782.410.160 10.160.000 39159.89 38429.18 0.00 10.160 10.160.000 10HRB40025t3854.323521.24.330 4.33016689.21 15246.80 0.00 4.330 4.33011HPB40012t3655.1742491.020 1.0203728.27 4333.98 0.00 1.020 1.02012砼C20砼m3352.674244.100 7.5-3.41445.95 1738.40 -1441.60 4.100 7.5-3.413C30砼m3447.96441274.830 343-68.17123112.85 121200.03 -30062.97 274.830 343-68.1714C40砼m3480.9751871.500 265.7-194.234389.36 37037.00 -100595.60 71.500 265.7-194.2单口材料考核（梁场）-设计量/实耗量序号材料名称单位材料单价材料数量材料价款材料数量中标单价实际采购单价设计数量实耗数量量差中标价实际采购价材料节超价差总额应耗数量实耗数量量差12345678=6-79=4*610=5*610=5*8111213=11-122盘条8t3655.173957.7238.8933.924.97142149.56 153915.73 19669.87 39.66 30.928.743钢筋10t3655.173943.8743.6749.07-5.4159621.27 172228.80 -21296.90 44.54 49.07-4.534螺纹钢12t3854.324200236.98220.3816.6913396.75 995316.00 69720.00 241.72 220.3821.345螺纹钢16t3854.323703.80 26.5823.0923.488102447.83 98447.00 12918.85 27.12 23.0924.0286螺纹钢20t3854.323861.00 44.944.730.17173058.97 173358.90 656.37 45.80 44.731.077螺纹钢22t3854.324046.914.8611.892.9757275.20 60136.93 12019.29 15.15 14.730.428螺纹钢25t3854.32376749.8952.64-2.75192292.02 187935.63 -10359.25 50.92 49.81.129螺纹钢28t3854.32378202.487-2.4870.00 0.00 -9405.83 0.00 2.487-2.48710C50砼m3486.39559.00 1975.032058.5-83.47960634.84 1104041.77 -46659.73 2014.53 2058.5-43.9711M15-4锚具套056.57 444.00 44400.00 25117.08 0.00 444.00 444012M15-5锚具套068.08 404.00 40400.00 27504.32 0.00 404.00 404013M15-6锚具套086.95 450.00 45000.00 39127.50 0.00 450.00 450014波纹管55m012524.00 1252400.00 0.00 0.00 12524.00 12524015波纹管70m09180.00 918000.00 0.00 0.00 9180.00 9180016钢绞线t44025713.70 90.68 64.85-0.12399151.35 518089.75 -685.64 90.80 64.8525.94517压浆剂t0948.27 46.40 40.6600.00 43999.73 0.00 46.40 40.665.7418预埋钢板660*480*25块0393.00 32.00 3200.00 12576.00 0.00 3