《二級公路設(shè)計中的概預(yù)算案例綜述》3600字

二級公路設(shè)計中的概預(yù)算案例綜述1.1工程概況本設(shè)計公路為山嶺微丘區(qū)二級公路，采用的路面形式為瀝青混凝土柔性路面結(jié)構(gòu)，山區(qū)公路的路基土石方的挖填量比較大。1.2編制依據(jù)（1）工、料、機(jī)械臺班定額引用交工發(fā)（2018）65號《公路工程概算定額》、《公路工程預(yù)算定額》；（2）交公路發(fā)[2018]612號《公路基本建設(shè)工程概算、預(yù)算編制辦法》；（3）初步設(shè)計文件及工程量。1.3工程量1.3.1土方量因無具體實際土石方分層及各種土石的詳細(xì)配比，現(xiàn)假定挖填所用的土質(zhì)均為普通土，其中各項具體數(shù)值如下：挖土方總量：47638m3，填方總量：452202m31.3.2基層基層分為基層和底基層，工程量計算如下：底基層材料：級配碎石；厚度：24cm；工程總量：體積：24450.2m3基層材料：水泥穩(wěn)定碎石；厚度：35cm；工程總量：體積：43345.56m31.3.3面層材料：AC-13；厚度：4m；工程總量：體積：4845.84m3材料：AC-20；厚度：6cm；工程總量：體積：7245.2m31.3.4涵洞在路線跨越河流時，需設(shè)置涵洞；當(dāng)邊溝過長或匯水流量大時，需設(shè)置排水涵洞。見涵洞工程數(shù)量表。1.4編制結(jié)果具體匯總表見預(yù)算表。分項編號工程或費用名稱單位數(shù)量金額

（元）技術(shù)經(jīng)濟(jì)

指標(biāo)各項費用比例（%）備注1第一部分建筑安裝工程費公路公里2.139126078355894266.0190.55101臨時工程公路公里2.13936964661728128.126.55102路基工程km2.1391538487719255.2611.05103路面工程km2.13946328032165873.3133.27107交通工程及沿線設(shè)施公路公里2.13922065001031556.815.85108綠化及環(huán)境保護(hù)工程公路公里2.139109其他工程公路公里2.139110專項費用元5335795335793.8311001施工場地建設(shè)費元5335795335793.8311002安全生產(chǎn)費元2第二部分土地使用及拆遷補(bǔ)償費公路公里2.139201土地使用費畝20101永久征用土地畝20102臨時用地畝202拆遷補(bǔ)償費公路公里2.139203其他補(bǔ)償費公路公里2.1393第三部分工程建設(shè)其他費公路公里2.1391316394615424.969.45301建設(shè)項目管理費公路公里2.139909420425161.296.5330101建設(shè)單位（業(yè)主）管理費公路公里2.139513063239861.153.6830102建設(shè)項目信息化費公路公里2.1396188428931.280.4430103工程監(jiān)理費公路公里2.139324765151830.292.3330104設(shè)計文件審查費公路公里2570.0730105竣（交）工驗收試驗檢測費公路公里2.139302研究試驗費公路公里2.139303建設(shè)項目前期工作費公路公里2.139351500164329.132.52304專項評價（估）費公路公里2.139305聯(lián)合試運轉(zhuǎn)費公路公里2640.04306生產(chǎn)準(zhǔn)備費公路公里2.13930601工器具購置費公路公里2.13930602辦公和生活用家具購置費公路公里2.13930603生產(chǎn)人員培訓(xùn)費公路公里2.13930604應(yīng)急保通設(shè)備購置費公路公里2.139307工程保通管理費公路公里2.13930701保通便道管理費km分項編號工程或費用名稱單位數(shù)量金額

（元）技術(shù)經(jīng)濟(jì)

指標(biāo)各項費用比例（%）30702施工期通航安全保障費處30703營運鐵路保通管理費處308工程保險費公路公里2.1395043123576.910.36309其他相關(guān)費用公路公里2.1394第四部分預(yù)備費公路公里2.139401基本預(yù)備費公路公里2.139402價差預(yù)備費公路公里2.1395第一至四部分合計公路公里2.13913924229100.006建設(shè)期貸款利息公路公里2.139新增加費用項目元*請在此輸入費用項目7公路基本造價公路公里2.13913924229100.00附表一：豎曲線要素表樁號豎曲線標(biāo)高（m）凸曲線半徑R（m）凹曲線半徑R（m）切線長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線路各樁號填挖高度表樁號地面設(shè)計樁號地面設(shè)計高程高程高程高程(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：下面將各樁號超高計算匯總表，詳見路基超高加寬表。樁號以下各點與設(shè)計高程之高差(ｍ)左側(cè)中樁右側(cè)外緣內(nèi)緣內(nèi)緣外緣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：土石方計算表1樁號橫斷面距離(m)挖方分類及數(shù)量(m3)填方數(shù)量(m3)面積總數(shù)量(m2)挖方填方總數(shù)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小計892429852357628累計892429852357628土石方計算表2樁號橫斷面距離(m)挖方分類及數(shù)量(m3)填方數(shù)量(m3)面積總數(shù)量(m2)挖方填方總數(shù)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土石方計算表3樁號橫斷面距離(m)挖方分類及數(shù)量(m3)填方數(shù)量(m3)面積總數(shù)量(m2)挖方填方總數(shù)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土石方計算表4樁號橫斷面距離(m)挖方分類及數(shù)量(m3)填方數(shù)量(m3)面積總數(shù)量(m2)挖方填方總數(shù)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.