《二级公路设计中的概预算案例综述》3600字

二级公路设计中的概预算案例综述1.1工程概况本设计公路为山岭微丘区二级公路，采用的路面形式为沥青混凝土柔性路面结构，山区公路的路基土石方的挖填量比较大。1.2编制依据（1）工、料、机械台班定额引用交工发（2018）65号《公路工程概算定额》、《公路工程预算定额》；（2）交公路发[2018]612号《公路基本建设工程概算、预算编制办法》；（3）初步设计文件及工程量。1.3工程量1.3.1土方量因无具体实际土石方分层及各种土石的详细配比，现假定挖填所用的土质均为普通土，其中各项具体数值如下：挖土方总量：47638m3，填方总量：452202m31.3.2基层基层分为基层和底基层，工程量计算如下：底基层材料：级配碎石；厚度：24cm；工程总量：体积：24450.2m3基层材料：水泥稳定碎石；厚度：35cm；工程总量：体积：43345.56m31.3.3面层材料：AC-13；厚度：4m；工程总量：体积：4845.84m3材料：AC-20；厚度：6cm；工程总量：体积：7245.2m31.3.4涵洞在路线跨越河流时，需设置涵洞；当边沟过长或汇水流量大时，需设置排水涵洞。见涵洞工程数量表。1.4编制结果具体汇总表见预算表。分项编号工程或费用名称单位数量金额

（元）技术经济

指标各项费用比例（%）备注1第一部分建筑安装工程费公路公里2.139126078355894266.0190.55101临时工程公路公里2.13936964661728128.126.55102路基工程km2.1391538487719255.2611.05103路面工程km2.13946328032165873.3133.27107交通工程及沿线设施公路公里2.13922065001031556.815.85108绿化及环境保护工程公路公里2.139109其他工程公路公里2.139110专项费用元5335795335793.8311001施工场地建设费元5335795335793.8311002安全生产费元2第二部分土地使用及拆迁补偿费公路公里2.139201土地使用费亩20101永久征用土地亩20102临时用地亩202拆迁补偿费公路公里2.139203其他补偿费公路公里2.1393第三部分工程建设其他费公路公里2.1391316394615424.969.45301建设项目管理费公路公里2.139909420425161.296.5330101建设单位（业主）管理费公路公里2.139513063239861.153.6830102建设项目信息化费公路公里2.1396188428931.280.4430103工程监理费公路公里2.139324765151830.292.3330104设计文件审查费公路公里2570.0730105竣（交）工验收试验检测费公路公里2.139302研究试验费公路公里2.139303建设项目前期工作费公路公里2.139351500164329.132.52304专项评价（估）费公路公里2.139305联合试运转费公路公里2640.04306生产准备费公路公里2.13930601工器具购置费公路公里2.13930602办公和生活用家具购置费公路公里2.13930603生产人员培训费公路公里2.13930604应急保通设备购置费公路公里2.139307工程保通管理费公路公里2.13930701保通便道管理费km分项编号工程或费用名称单位数量金额

（元）技术经济

指标各项费用比例（%）30702施工期通航安全保障费处30703营运铁路保通管理费处308工程保险费公路公里2.1395043123576.910.36309其他相关费用公路公里2.1394第四部分预备费公路公里2.139401基本预备费公路公里2.139402价差预备费公路公里2.1395第一至四部分合计公路公里2.13913924229100.006建设期贷款利息公路公里2.139新增加费用项目元*请在此输入费用项目7公路基本造价公路公里2.13913924229100.00附表一：竖曲线要素表桩号竖曲线标高（m）凸曲线半径R（m）凹曲线半径R（m）切线长T（m）外距E（m）K13+000561.764K13+230555.554300055.50.513375K13+430551.554250058.750.6903125K13+920539.4243000811.0935K14+220544.5246000750.46875K14+560541.804300061.50.630375K14+820550.384700081.593068270.475530628K15+139.271553.477表3.SEQ表2.\*ARABIC5线路各桩号填挖高度表桩号地面设计桩号地面设计高程高程高程高程(ｍ)(ｍ)(ｍ)(ｍ)K13+000561.76561.76440556.3556.7120561.16561.22460552.53556.2840560.52560.68462.129553.11556.2260560.34560.14480551.8555.6980559.33559.6500554.7554.96100551.91559.06511.129550.85554.33120556.97558.52520550.25554.22140551.07551.98540541.77553.48160558.3551.44560548.91552.74180558.03556.91580551.2552200556.21556.47600554.21551.26220555.2556.17620555.42550.52240554.44556640554.8549.78260554.24555.96660541.04549.04280554.67556.06662.706545.82548.94300555.65556.25680545.26548.3320555.96556.45700545.19541.56340559.32556.65711.706544.92546.91351.16561.2556.77720544.78546.82360562.24556.85740548546.08380561.34551.04741.232548.36545.82400561.75551.09760548.06545.34406.16562.8551.07776.757546.3544.72420560.88556.98780545.87544.6434.145551.63556.8800543.66543.86820542.36543.12240541.49544.11831.757540.38542.69260544.29544.1840542.06542.38280545.16544.03860540.9541.72281.881544.95544.01880540.36541.18300543.19543.88900540.03540.78320546.44543.72920539.3540.52340545.39543.56940539.14540.38360544.64543.4960538.77540.38380544.31543.24980540.77540.52400543.69543.08K14+000541540.78401.881543.63543.0720541.33541.12420543.35542.9230.297541.94541.3440543.13542.7640541.95541.46460539.52542.660541.76541.8480536.91542.4480540.15542.14500531.42542.28100538.74542.48520531.93542.2120540.67542.82540538.9542.25140541.89543.16560541.36542.43150.297541.52543.34580541.93542.75160542.3543.49600542.68543.2180544.09543.74620542.3543.78200543.46543.93640542.92544.44216.089539.33544.04660543.42545.1220531.7544.06678.096543.46545.7680543.47545.76840549.94550.31700543.47546.42860551.14550.65720543.99541.08861.555551.25550.76740543.61541.74880551.64550.93760544.6548.37900551.46551.16768.096545.15548.61920551.8551.35780545.54548.94940552.71551.55800546.22549.45951.555554.65551.72811.825541.93549.86960554.9551.74820548.16549.91980555.55551.93K15+000556.4552.1320551.88552.3240556.07552.5260556.9552.7180556.26552.9附表二：下面将各桩号超高计算汇总表，详见路基超高加宽表。桩号以下各点与设计高程之高差(ｍ)左侧中桩右侧外缘内缘内缘外缘K13+00000.020.110.0202000.020.110.0204000.020.110.0206000.020.110.0208000.020.110.02010000.020.110.02012000.020.110.02014000.020.110.02016000.020.110.02018000.020.110.02020000.020.110.02022000.020.110.02024000.020.110.02026000.020.110.02028000.020.110.02030000.020.110.02032000.020.110.02034000.020.110.020351.1600.020.110.020.013600.070.090.110.020.013800.220.240.130.0204000.360.380.190-0.03406.160.40.430.210-0.044200.40.430.210-0.04434.1450.40.430.210-0.044400.40.430.210-0.044600.40.430.210-0.04462.1290.40.430.210-0.044800.280.30.160.01-0.015000.130.150.110.020.01511.12900.020.110.020.0152000.020.110.02054000.020.110.02056000.020.110.02058000.020.110.02060000.020.110.02062000.020.110.02064000.020.110.02066000.020.110.020662.70600.020.110.020.016800.160.180.110.020.017000.330.350.180.01-0.02711.7060.470.50.250-0.047200.470.50.250-0.047400.470.50.250-0.04741.2320.470.50.250-0.047600.470.50.250-0.04776.7570.470.50.250-0.047800.450.470.240-0.048000.280.310.160.01-0.018200.110.130.110.020.01831.75700.020.110.020.0184000.020.110.02086000.020.110.02088000.020.110.02090000.020.110.02092000.020.110.02094000.020.110.02096000.020.110.02098000.020.110.020K14+00000.020.110.0202000.020.110.02030.29700.020.110.0204000.020.110.0206000.020.110.0208000.020.110.0201000.130.160.110.0201200.30.330.17-0.01-0.031400.460.490.24-0.04-0.08150.2970.540.570.28-0.06-0.091600.540.570.28-0.06-0.091800.540.570.28-0.06-0.092000.540.570.28-0.06-0.09216.0890.540.570.28-0.06-0.092200.540.570.28-0.06-0.092400.540.570.28-0.06-0.092600.540.570.28-0.06-0.092800.540.570.28-0.06-0.09281.8810.540.570.28-0.06-0.093000.410.430.21-0.03-0.073200.240.260.140.01-0.023400.060.090.110.020.0136000.020.110.02038000.020.110.02040000.020.110.020401.88100.020.110.02042000.020.110.02044000.020.110.02046000.020.110.02048000.020.110.02050000.020.110.02052000.020.110.02054000.020.110.02056000.020.110.02058000.020.110.02060000.020.110.02062000.020.110.02064000.020.110.02066000.020.110.020678.0960.010.020.110.0206800.010.020.110.040.0170000.020.110.170.14720-0.0200.150.290.27740-0.06-0.030.210.410.39760-0.08-0.050.260.520.5768.096-0.09-0.060.280.570.54780-0.09-0.060.280.570.54800-0.09-0.060.280.570.54811.825-0.09-0.060.280.570.54820-0.09-0.060.280.570.54840-0.09-0.060.280.570.54860-0.09-0.060.280.570.54861.555-0.09-0.060.280.570.54880-0.08-0.040.250.50.47900-0.05-0.020.190.380.36920-0.020.010.140.260.2494000.020.110.140.12951.5550.010.020.110.02096000.020.110.02098000.020.110.020K15+00000.020.110.0202000.020.110.0204000.020.110.0206000.020.110.0208000.020.110.020附表三：土石方计算表1桩号横断面距离(m)挖方分类及数量(m3)填方数量(m3)面积总数量(m2)挖方填方总数量土石12345181920K13+0004.140.2320.0095.515.815.8K13+0205.411.3520.00104.746.346.3K13+0405.053.2720.00113.845.145.1K13+0606.331.2420.00126.244.344.3K13+0806.293.1920.00222.088.288.2K13+10015.905.6320.00188.4225.5164.061.4K13+1202.9316.9220.0031.5260.8132.7128.1K13+1400.819.1620.00239.2102.6102.6K13+16023.111.1020.00401.411.011.0K13+18011.630.0020.00184.339.139.1K13+2000.803.9120.0015.4165.5160.55.0K13+2200.7412.6420.0014.8326.4201.0119.4K13+2400.7419.9920.0050.3346.373.4272.8K13+2604.2914.6420.0051.2279.0262.316.7K13+2800.8313.2720.0022.0212.5205.31.2K13+3001.371.9820.0030.8125.3115.310.0K13+3201.714.5520.00433.645.545.5K13+34041.650.0011.16639.5K13+351.16072.970.008.84723.3K13+36090.680.0020.001591.3K13+38069.050.0020.001476.0K13+40078.550.006.16534.0K13+406.16094.830.0013.841073.7K13+42060.330.0014.15491.2K13+434.1459.970.005.8531.321.018.92.1K13+4400.721.1820.0015.2584.8579.95.0K13+4600.8051.30小计892429852357628累计892429852357628土石方计算表2桩号横断面距离(m)挖方分类及数量(m3)填方数量(m3)面积总数量(m2)挖方填方总数量土石12345181920K13+4600.8051.302.131.7106.1105.60.6K13+462.1290.8048.4111.87321.1439.1332.4106.7K13+48035.810.7320.00422.246.946.9K13+5006.413.9711.1358.4311.0243.361.7K13+511.1290.4132.352.871.2100.811.489.4K13+5200.4131.8620.0012.31242.61238.64.0K13+5400.8286.4020.0012.6864.0859.94.1K13+5600.440.0020.0049.478.962.816.1K13+5804.491.8920.00548.478.978.9K13+60050.340.0020.001331.6K13+62082.810.0020.001679.3K13+64085.110.0020.00859.7249.0249.0K13+6600.8624.902.712.476.075.20.8K13+662.7060.9131.2711.2915.5501.3496.35.1K13+6800.8926.7120.0011.3554.4548.75.6K13+7000.8528.7311.7115.0451.2446.34.9K13+711.7060.8522.242.292.050.249.50.6K13+7200.8621.5120.00418.9259.6253.06.6K13+74041.034.451.23346.326.126.1K13+741.23254.752.7612.77733.240.840.8K13+76060.103.6316.76853.393.093.0K13+776.75741.751.473.24132.024.924.9K13+78039.641.8920.00691.9172.4172.4K13+80030.159.3620.00419.8179.9179.9K13+82011.838.6411.7674.7194.5170.124.3K13+831.7570.8724.458.2423.3138.7131.11.6K13+8404.779.20土石方计算表3桩号横断面距离(m)挖方分类及数量(m3)填方数量(m3)面积总数量(m2)挖方填方总数量土石12345181920K13+8404.779.2020.0055.3198.8180.818.0K13+8600.7510.6820.0014.7201.7202.94.8K13+8800.7210.0920.0021.6163.1156.01.0K13+9001.446.2120.0049.1134.2118.216.0K13+9203.471.2120.0062.0179.6159.420.2K13+9402.7310.7520.0035.6263.5251.911.6K13+9600.8315.6020.0046.8156.3141.015.3K13+9803.860.0320.00126.518.618.6K14+0008.791.8220.00250.941.841.8K14+02016.292.9610.30212.115.515.5K14+030.29724.890.069.70262.32.72.7K14+04029.170.5020.00531.342.842.8K14+06023.963.7820.00271.7283.7193.290.5K14+0803.8024.5920.0046.3733.3670.063.3K14+1000.8348.7420.0016.3804.29.9794.3K14+1200.8131.6820.0015.0531.09.0528.0K14+1400.6922.0310.301.3271.94.4273.5K14+150.2970.7231.959.701.0251.34.2253.0K14+1600.7221.0820.00121.5231.873.4164.4K14+18011.432.7020.00210.1119.5119.5K14+2009.589.2516.0983.8718.3691.021.3K14+216.0890.8480.043.915.9345.971.1274.8K14+2202.1896.8520.0030.01471.01248.3222.7K14+2400.8250.2520.0011.9512.9501.15.8K14+2600.971.0420.00156.110.410.4K14+28014.640.001.8824.6K14+281.88111.480.00土石方计算表4桩号横断面距离(m)挖方分类及数量(m3)填方数量(m3)面积总数量(m2)挖方填方总数量土石12345181920K14+281.88111.480.0018.12142.372.372.3K14+3004.231.9820.00474.579.879.8K14+32043.220.0020.00731.4K14+34030.520.0020.00522.91.11.1K14+36021.770.1120.00415.88.28.2K14+38019.810.7120.00350.430.030.0K14+40015.232.291.8828.24.44.4K14+401.88114.792.3818.12240.033.033.0K14+42011.711.2720.00204.625.825.8K14+4408.751.3120.0094.7518.951.2461.7K14+4600.7250.5820.0014.91489.1114.21374.9K14+4800.7798.3320.0014.81836.5765.91070.6K14+5000.7185.3220.0014.51553.5422.61130.9K14+5200.7470.0320.0014.91171.11172.24.9K14+5400.7541.6820.0014.4634.4135.0499.4K14+5600.6915.7620.0014.1255.98.5241.4K14+5800.729.8320.0046.7176.128.