1、刚构桥与部分斜拉桥概预算湖南大学毕业设计总预算表连续刚构桥方案项目工程或费用名称单位数量预算金额（元）各项费用比例（）-一-基础元28546931.86033.511围堰t463.92283269.412开挖基坑3m36360957976.9203回旋钻机钻孔陆地平台m6862864592.0004回旋钻机钻孔水上平台m23119830994.0005混凝土灌注桩3m9411.23364504.0006护筒干处m686210807.8007护筒水深10m以内t1153.56841467.8108灌注桩工作平台2688858789.1209承台570.81334530.800-二二下部结构元20
2、39811.5202.391桥台466.8310422.0002护坡座2257430.0003双肢薄壁墩3m1148.4469465.9204方柱墩3m1385.3637377.0005梁板桥圆柱墩831.2365116.600三上部结构元18967813.32022.261主桥（连续刚构）3m1579312496842.6402弓1桥（连续T 梁）3m5621.64299399.6803沥青混凝土3m20581468383.0004板式橡胶支座1dm31320233640.0005板式橡胶伸缩缝m13283292.0006混凝土搅拌站座4386256.000四钢筋工程元35644512.34
3、041.841预应力钢筋t2299.818867231.0402现浇灌注桩钢筋t727.382876787.9003承台钢筋t223.79881508.8104其他现浇基础钢筋t50196700.0005混凝土墩台钢筋t236.111013148.0106现浇箱梁钢筋t1885.77731206.0007预制箱梁钢筋t964.993949704.0708桥面铺装钢筋t29.4128226.510概算总金额元85199069.0401.00湖南大学毕业设计湖南大学毕业设计人工、主要材料、机械台班数量汇总表连续刚构桥方案序号规格名称单位代号总数量分项统计基础下部结构上部结构钢筋工程1人工工日126
4、3969.691528.84113428.78107230.5551781.4482C25水泥混凝土m319404.7156404.71563C30水泥混凝土m32071.420471.42044C20水下混凝土m3281984.321984.3205C25水下混凝土m32911048.7511048.74886C25泵送混凝土m347395239527C30泵送混凝土m3483499.1843499.1848C50泵送混凝土m35222214.7622214.769原木m310127.6187412.0669213.103182.4486410锯材m310296.5714848.812147
5、.671380.08811光圆钢筋t111472.56469.11608463.4485112带肋钢筋t1123801.4314.171.323795.941413钢绞线t1252391.752391.750414波纹管钢带t15191.990491.990415型钢t182103.923618.24779 10.6219675.0538416钢板t18341.1208611.1819829.9388817圆钢t1840.371120.3711218钢管t19135.5476229.903640.798944.8450419钢丝绳t2212.370480.323880.360121.68648
6、20电焊条kg23118666.571558.9275288.27211819.37321钢管桩t26236.7449636.7449622钢护筒t2631153.511153.5123钢套箱t264210.9353210.9353324水m3268102188.944961.347668.4449559.15825钢模板t2711.532421.5324226组合钢模板t27271.843622.289.4476260.11627门式钢支架t27315.64690.6568214.9900828聚四氟乙烯板式组合支座dm34011320132029板式橡胶伸缩缝m54213213230钢绞线
7、群锚（22孑L）套5861908.8011908.800831聚四氟乙烯滑板kg6411579.281579.2832铁件kg65138300.331542.4047314.30229443.62433铁钉kg653566.14253.7638.598473.784348-12号铁丝kg655653.3689.336644.0323520-22号铁丝kg65616485.4316485.43236铁皮kg66669.3369.3337铸铁管kg6828983.5848983.5843832.5级水泥t8329518.2786925.90591696.03112369.69552526.6450
8、43942.5级水泥t83312241.1612241.16140石油沥青t851252.105252.10541青（红）砖千块877269.6624.622265.0442中（粗）砂m389924072.658859.55742488.162612724.93143砂砾m39024864.0114864.011244黏土m39118297.0938297.09345片石m39311515.05846.08668.970446矿粉t949264.2472264.2472第5页湖南大学毕业设计47碎石（2cm）m395114678.3514678.35248碎石（4cm）m395215033.5
9、612597.43721898.0522538.074449碎石（8cm）m39531588.3531051.215537.13850石屑3m961537.138537.13851路面用碎石m39651487.9341487.93452其他材料费元996113128.633623.46624479.30647896.5367129.25653设备摊销费元9973132819400536.64531344.32700938.2541m3以内履带式挖掘机台班10356.0626.062551m3以内轮胎式装载机台班104830.8730.87566-8吨光轮压路机台班107537.04437.04
10、4578-10t光轮压路机台班107624.1624.165810-12t光轮压路机台班107732.92832.9285912-15吨光轮压路机台班10785.62165.62166030t/h以内电动沥青拌和设备台班120132.92832.92861250L以内的混凝土搅拌机台班127219.163219.1632636om/h以内混凝土输送泵台班1316238.288641.0094197.279264预应力钢绞线拉伸设备台班1349505.9472505.947265波纹管卷制机台班1352298.9688298.9688668t以内载货汽车台班137587.750462.63042
11、5.126715t以内载货汽车台班13785.045.04683t以内自卸汽车台班1382183.162183.1626915t以内履带式起重机 台班143259.78459.7847012t以内汽车式起重机台班1451379.2209213.494771.96066.4887.28567120t以内汽车式起重机台班1453125.590660.497865.09287230KN以内单筒慢速电动卷扬机台班14998421.246587.297413.857685135.09867350KN以内单筒慢速电动卷扬机台班15004616.2482160.94242353.7784101.5273第6
12、页湖南大学毕业设计74300K N以内振动打拔桩机台班1581507.5444507.544475600K N以内振动打拔桩锤台班15838.87048.8704762500mm以内回旋钻机台班16025380.7895380.78977泥浆搅拌机台班1624336.975336.97578?100mn电动多级水泵（120mm台班16631087.62519.0795568.540879?150mn电动多级水泵（120mr）i台班166582.684882.68488032KVA以内交流电焊机台班17263387.122301.1091.385641.05282443.575181100KVA
13、以内交流电焊机台班1746143.4189143.41898244KW以内内燃拖轮台班185138.039838.03988388KW以内内燃拖船船班1852251.7199251.719984221kW以内内燃拖轮艘班185548.921648.921685100t以内工程驳船艘班1874601.4083601.408386200t以内工程驳船艘班18764946.3624946.36287潜水设备艘班194557.523657.523688小型机具使用费元1998408358.513722.66218429.228154632.75221573.8189基价元199985199069285
14、46931.862039811.521896781335644512第7页湖南大学毕业设计湖南大学毕业设计分项工程预算表（1.1）编制方案：连续刚构桥工程名称：围堰序 号工程项目钢板桩及套箱围堰工程细目钢套箱围堰有底模定额单位10 t工程数量46.39定额表号5-1-2工料机名称单位代号定额数量合计1人工工日1290.913494.85113494.8512原木rm1010.062.7832.7833带肋钢筋t1120.062.7832.7834型钢t1820.0542.5052.5055钢板t1830.1938.9538.9536圆钢t1840.0080.3710.3717钢管t1910.0
15、361.6701.6708钢丝绳t2210.0020.0930.0939电焊条kg2316.9320.091320.09110钢套箱t2644.547210.935210.93511铁件kg6517.8361.842361.84212其他材料费元996322.414956.13614956.13613设备摊销费元9975961.1276535.429276535.4291412t以内轮胎式起重机台班14512.47114.583114.5831550kN以内单筒慢速卷扬机台班15003.16146.592146.592湖南大学毕业设计 第9页1630kN以内单筒慢速卷扬机台班150912.66
16、587.297587.2971732kVA以内交流电焊机台班17260.7936.64836.6481844KW以内内燃拖轮台班18510.8238.04038.04019100t以内工程驳船台班18742.47114.583114.58320潜水设备台班19451.2457.52457.52421小型机具使用费元199882.33817.8973817.89722基价元1999492192283269.4102283269.410分项工程预算表(1.2)编制方案：连续刚构桥工程名称：开挖基坑序 号工程项目开挖基坑工程细目人工开挖地面干处土方定额单位1000ml工程数量36.36定额表号5-1
17、-3工料机名称单位代号定额数量合计1人工工日1535.519470.7819470.7802基价元199926347957976.92957976.920湖南大学毕业设计第 10 页分项工程预算表（1.3）编制方案：连续刚构桥工程名称：墩桩基础序 号工程项目回旋钻机钻孔陆地上钻孔工程细目桩径250cm以内，孔深40m以内，次坚石定额单位10m工程数量68.6定额表号5-1-14工料机名称单位代号定额数量合计1人工工日178.75666.45666.4002锯材m1020.0231.6561.6563电焊条kg2311.9136.8136.8004铁件kg6510.53636.0005水3m86
18、61611159211592.0006粘土3m91125.561840.321840.3207其他材料费元9961.393.693.6008设备摊消费元99755.64003.24003.20091.0m3以内履带式挖掘机台班10350.021.441.4401015t以内载货汽车台班13780.075.045.0401115t以内履带式起重机台班14320.064.324.32012?2500mm以内回旋钻机台班160220.21454.41454.40013泥浆搅拌机台班16241.3194.3294.3201432KVA以内交流电焊机台班17260.2115.1215.12015基价元1
19、9993978628645922864592.000分项工程预算表（1.4）编制方案：连续刚构桥工程名称：墩桩基础序 号工程项目回旋钻机钻孔水中平台钻孔工程细目桩径200cm以内，孔深40m以内，次坚石定额单位10m工程数量231.1定额表号5-1-11工料机名称单位代号定额数量合计1人工工日167.115506.8115506.8102锯材m1020.0266.00866.0093带肋钢筋t1120.0061.38661.3874钢丝绳t2210.0010.23110.2315电焊条kg2311.7392.87392.8706铁件kg6510.369.3369.3307铁皮m6660.369
20、.3369.330832.5级水泥t8320.0255.77755.7789水m86610524265.524265.50010青（红）砖千块8770.024.6224.62211中（粗）砂m8990.0511.55511.55512黏土m91120.454725.9954725.99513碎石（4cm）m9520.0613.86613.86614其他材料费元9962.7623.97623.97015设备摊消费元99744.410260.8410260.840161.0m3以内履带式挖掘机台班10350.024.6224.6221715t以内履带式起重机台班14320.2455.46455.4
21、6418?2500mm以内回旋钻机台班160216.993926.3893926.38919泥浆搅拌机台班16241.05242.655242.6552032KVA以内交流电焊机台班17260.1943.90943.9092188kW以内内燃机艘班18520.64147.904147.90422100t以内工程驳船艘班18740.1125.42125.42123200t以内工程驳船艘班187620.384709.8184709.81824小型机具使用费元19980.492.4492.44025基价元19994254098309949830994.000分项工程预算表（1.5 ）编制方案：连续刚构桥工程名称：灌注桩混凝土序 号工程项目灌注桩混凝土工程细目回旋钻孔卷扬机配吊斗定额单位10m5实体工程数量941.12定额表号5-1-16工料机名称单位代号定额数量合计1人工工日116.915904.92815904.9282C25水下混凝土m2911.7411048.748811048.7493
