DB45-T 2228.2-2020公路养护预算编制办法及定额 第2部分：公路日常养护年度预算编制办法及指标-（高清可复制）

ICS 93.04045CCS P2845广西壮族自治区地方标准DB45/T2228.2—2020公路养护预算编制办法及定额第2部分：公路日常养护年度预算编制办法及指标HighwaymaintenancebudgetpreparationmethodandHighwaymaintenancebudgetpreparationmethodandquota—Part2:annualbudgetpreparationmethodandindexfordailymaintenanceofhighway2020122820210131广西壮族自治区市场监督管理局发布目次前言 II引言 III1范引文件 1语定义 11算制2路常护度费用准计方法 7附录A规性）路日养预指标 22附录B规性）路日养年预项115附录C规性）面、录预表样式 120参考文献 141图1公日养年预算种格计顺和相关系 3图2公日养年预算用组成 6图C.1 封样式 120图C.2 扉样式 121图C.3 目格式 122表1材毛系及位毛表 8表2材场运操损耗表 9表3基措费率表 11表4施进场费12表5沿地工施增加费表 12表6行干工施增加费表 12表7交安维费率表 13表8企管费率表 14表9规费15表10护理位管理费18表11程理费18表11 程理费表（19表12标费 19表13常护度各项用计程及算方式 21表A.1面用限响数K23表A.131-12二公青混土47表A.13 1-12二公沥青凝路（48表A.141-13二公青碎路面 49表A.14 1-13二公沥青石面续） 50表A.151-14三公泥混土51表A.15 1-14三公水泥凝路（52表A.161-15三公青混土53表A.16 1-15三公沥青凝路（54表A.171-16三公青碎路面 55表A.17 1-16三公沥青石面续） 56表A.181-17三公青表路面 57表A.18 1-17三公沥青处面续） 58表A.191-18三公青贯式59表A.19 1-18三公沥青入路（60表A.201-19四公泥混土61表A.20 1-19四公水泥凝路（62表A.211-20四公青混土63表A.21 1-20四公沥青凝路（64表A.221-21四公青碎路面 65表A.22 1-21四公沥青石面续） 66表A.231-22四公青表路面 67表A.36 2-7特桥青混土面）（91表A.372-8大（泥混土面） 92表A.37 2-8特桥泥混土面）（93表A.383-1隧（青混土面） 94表A.38 3-1短道青混土面）（95表A.393-2隧（泥混土面） 96表A.39 3-2短道泥混土面）（97表A.403-3隧（青混土面） 98表A.40 3-3中道青混土面）（99表A.413-4隧（泥混土面） 100表A.41 3-4中道泥混土面）（） 101表A.423-5隧（青混土面） 102表A.42 3-5长道青混土面）（103表A.433-6隧（泥混土面） 104表A.43 3-6长道泥混土面）（105表A.443-7长道沥青凝路106表A.44 3-7特隧沥青凝路）（续） 107表A.453-8长道水泥凝路108表A.45 3-8特隧水泥凝路）（续） 109表A.464-1通全110表A.46 4-1交安施（111前 言本文件按照GB/T1.1—2020《标准化工作导则第1部分：标准化文件的结构和起草规则》的规定起草。DB45/T2228《公路养护预算编制办法及定额》分为2个部分：——第1部分：公路养护工程预算编制办法及定额；——第2部分：公路日常养护年度预算编制办法及指标。本文件是DB45/T2228的第2部分。请注意本文件的某些内容可能涉及专利。本文件的发布机构不承担识别专利的责任。本文件由广西壮族自治区交通运输厅提出并宣贯。本文件由广西交通运输标准化技术委员会归口。梁军、桂群星、袁绍林、谭湘叶、周书林、满新耀、周羽、张云、董再更、杨钢、徐浩、董钦毓。本文件主要起草人：陈津维、韦红亮、吴鸿、陈剑、覃木宝、吴东兴、张武廷、何荣才、陈海燕、梁军、桂群星、袁绍林、谭湘叶、周书林、满新耀、周羽、张云、董再更、杨钢、徐浩、董钦毓。引 言（JTG5610—2020）DB45/T222812公路养护预算编制办法及定额第2部分：公路日常养护年度预算编制办法及指标范围本文件规定了公路日常养护年度预算的术语和定义、总则、编制方法、费用标准和计算方法。本文件适用于广西境内各等级公路的日常养护年度预算计划的编制和管理。（JTG3830—2018公路工程建设项目概算预算编制办法JTG5610公路养护预算编制导则DB45/T2228.1公路养护预算编制办法及定额第1部分：公路养护工程预算编制办法3术语和定义3术语和定义下列术语和定义适用于本文件。3.1公路日常养护dailymaintenanceofroads3.2公路日常养护预算指标annualbudgetaryindicatorsfordailyroadmaintenance3.3公路日常养护年度预算annualBudgetforDailyMaintenanceofHighway4总则4.1公路日常养护年度预算是确定公路日常养护年度资金需求量、编制公路日常养护年度预算计划的依据，也是向有关部门申请公路日常养护年度资金的依据。图1公路日常养护年度预算各种表格的计算顺序和相互关系5.2预算编制依据图1公路日常养护年度预算各种表格的计算顺序和相互关系5.2预算编制依据公路日常养护年度预算编制的依据主要包含以下内容：——本标准；（3-08）；（3-09（3-10）；（3-11（3-12图2公路日常养护年度预算费用的组成图2公路日常养护年度预算费用的组成单位为％单位为％材料名称单位毛重系数单位毛重爆破材料t1.35—水泥、块状沥青t1.01—铁钉、铁件、焊条t1.10—液体沥青、液体燃料、水t桶装1.17，油罐车装1.00—木料3m—原木0.750t、锯材0.650t草袋个—0.004t单位为％材料名称场外运输（包括一次装卸）每增加一次装卸块状沥青0.50.2石屑、碎砾石、砂砾、煤渣、工业废渣、煤1.00.4砖、瓦、桶装沥青、石灰、粘土3.01.0草皮7.03.0水泥1.00.4砂一般地区2.51.0多风地区5.02.0注：汽车运水泥如运距超过500km时，增加损耗率：袋装0.5％。0.753.262.06％；0.42（1）Pb=(Pr＋Fi)×（1＋Rt）×（1＋Rp）-Vr (1)式中：Pb——材料预算价格；Pr——材料原价；Fi——运杂费；Rt——场外运输损耗率；Rp——采购及保管费率；Vr——包装品回收价值。总则1A.2A——每kw·h（）；K——（元N——（kW）。JTG3830—2018C措施费包括基本措施费用、施工进出场费、沿海地区施工增加费、行车干扰工程施工增加费、交通维护费。基本措施费用包含雨季施工增加费、工地转移费、施工辅助费、施工场地建设费。（——因防止雨水必须采取的挖临时排水沟、防止基坑坍塌所需的支撑、挡板等防护措施费用；——材料因受潮、受湿的耗损费用；——增加防雨、防潮设备的费用；——因河水高涨致使工作困难等其他有关雨季施工所需增加的费用。施工企业迁至新工地的搬迁费用，包括以下内容：单位为％单位为％工程类别费率日常养护高速公路5.55普通公路4.41表4施工进出场费费率表单位为％工程类别综合里程km5101520304050每增加10日常养护高速公路1.7181.771.8151.8561.9001.9361.9600.174普通公路0.1730.2150.250.2820.3170.3460.3660.0196.1.6.3.35km5km6.1.6.4沿海地区施工增加费基数，计算选用的费率见表5。表5基数，计算选用的费率见表5。表5沿海地区工程施工增加费费率表单位为％6。表6行车干扰工程施工增加费费率表单位为％工程类别费率日常养护高速公路0.279普通公路0.221工程类别年平均昼夜双向行车次数（交通量）2500以内2500～50005000～75007501～1000010001～1250012501～1550015501～1850018501～2250022501～3000030001以上高速公路1.622.383.133.945.266.577.648.499.4010.35普通公路1.291.892.483.104.145.176.016.687.408.14注：交通量按施工期前一年平均日交通量计算(交通量换算采用小客车为标准车型)。单位为％工程类别费率日常养护高速公路4.5普通公路3.0总则包括基本费用、主副食运费补贴、职工探亲路费、职工取暖补贴、财务费用等。建筑安装企业组织施工生产和经营管理所需的费用。包括以下内容：（）（））6——职工福利费，包括按国家规定标准计提的职工福利费；——工会经费，包括企业按《工会法》规定的全部职工工资总额比例计提的工会经费；——保险费，包括企业财产保险、管理用及生产用车辆等保险费用及人身意外伤害险；单位为％规费单位为％规费——失业保险费，是施工企业按规定标准为职工缴纳的失业保险费；——医疗保险费，是施工企业按规定标准为职工缴纳的医疗保险费和生育保险费；——保险费，是施工企业按规定标准为职工缴纳的工伤保险费；——住房公积金，是施工企业按规定标准为职工缴纳的住房公积金。。工程类别费率日常养护高速公路6.73普通公路5.34单位为％规费名称养老保险费失业保险费医疗保险费住房公积金工伤保险费合计费率160.57.58.5133.5注：可根据国家政策的调整进行相应调整。利润施工企业完成所承包工程获得的盈利，按指标直接费及措施费、企业管理费之和的7.42％计算。税金（3）Ta=(Df＋Ce＋Sf＋Mf＋Fe＋Pp)×Rv (3)式中：Ta——税金；Df——直接费；Ce——设备购置费；Sf——措施费；Mf——企业管理费；Fe——规费；Pp——利润；Rv——建筑业增值税税率。注：建筑业增值税税率按国家最新规定执行。）1.5总则包括土地补偿费、耕地开垦费、征用耕地安置补偿费、森林植被恢复费、失地农民养老保险费。第一部分指标建筑安装工程费总额万元费率％算例万元指标建筑安装工程费养护管理单位项目管理费100以下6.71100100×6.71％=6.7100～2004.722006.7＋100×4.72％=11.4200～5003.9950011.4＋300×3.99％=23.4500～10003.21100023.4＋500×3.21％=39.51000～30002.62300039.5＋2000×2.62％=91.93000～50002.00500091.9＋2000×2.00％=131.95000以上1.496000131.9＋1000×1.49％=146.8注：未单独设置临时业主机构的养护项目，养护管理单位项目管理费应乘以0.35系数。——工作人员的工资、工资性津贴、施工现场津贴；（待费；11。表11工程监理费费率表指标建筑安装工程费万元费率％算例万元指标建筑安装工程费工程监理费100以下5.70100100×5.70％=5.7100～2003.922005.7＋100×3.92％=9.6200～5003.315009.6＋300×3.31％＝19.5指标建筑安装工程费万元费率％算例万元指标建筑安装工程费工程监理费500～10002.57100019.5＋500×2.57％＝32.41000～30002.02300032.4＋2000×2.02％＝72.83000～50001.54500072.8＋2000×1.54％＝103.65000以上1.166000103.6＋1000×1.16％＝115.2注：未实行社会监理的日常养护项目不计取该项费用。包括日常养护方案设计费，招标费。费用。（（12。表12招标费指标建筑安装工程费万元费率％算例万元指标建筑安装工程费招标费100以下1.24100100×1.24％=1.2100～2000.862001.2＋100×0.86％=2.1200～5000.645002.1＋300×0.64％＝4.0500～10000.5010004.0＋500×0.50％＝6.51000～30000.4130006.5＋2000×0.41％＝14.73000～50000.34500014.7＋2000×0.34％＝21.55000～100000.271000021.5＋5000×0.27％＝35.010000以上0.142000035.0＋10000×0.14％=49.0n-1n-1-1] (4)式中：Q——价差预备费（元）；P——建筑安装工程费总额（元）；i——年工程造价增涨率（％）；n——日常养护计划编制年至项目开工年+项目建设期限。注1：年工程造价增涨率按有关部门公布的工程投资价格指数计算。注2：养护计划编制至工程完工在一年以内的工程，不列此项费用。6.5各项费用的计算程序及计算方式日常养护年度预算各项费用的计算程序及计算方式见表13。代号项目说明及计算式一指标直接费（即指标工、料、机费）按日常养护预算指标基价计算二指标设备购置费∑设备购置数量×指标设备基价三直接费（即工、料、机费）∑人工消耗量×人工单价＋∑（材料消耗量×材料预算单价＋机械台班消耗量×机械台班预算单价）四设备购置费∑设备购置数量×设备预算单价五措施费∑指标人工费和指标施工机械使用费之和（或∑指标直接费之和）×各项措施费费率六企业管理费指标直接费×企业管理费费率七规费各类工程人工费（含机械工）×规费综合费率八利润（一＋五＋六）×利润率九税金（三＋四＋五＋六＋七＋八）×建筑业增值税税率%%十安全生产费建筑安装工程费（不含安全生产费本身）×安全生产费费率％十一指标建筑安装工程费（一＋二×40％＋五＋六＋七＋八＋九＋十）十二建筑安装工程费（三＋四＋五＋六＋七＋八＋九＋十）十三土地使用及拆迁补偿费按本标准6.2的规定计算十四日常养护其他费1＋2＋31项目管理费（1）＋（2）（1）养护管理单位项目管理费指标建筑安装工程费×累进费率（2）工程监理费指标建筑安装工程费×累进费率2项目前期工作费按本标准6.3.3的规定计算3工程保险费（十二-四）×费率十五预备费1＋21基本预备费（十二＋十三＋十四）×费率2价差预备费按本标准6.4.3的规定计算十六日常养护年度预算总金额十二＋十三＋十四＋十五附录A（规范性）公路日常养护预算指标总则1.033°（3°）～20°（含20°)，相对高差在200m＞20°，m～10003KK（A.1）～（A.3）。使用年限(年)1234567891011121314151617181920K值--1.001.021.041.061.071.091.101.121.131.141.151.161.181.191.201.211.221.24注：K值为1（新建或大修工程N取4～5（包括第5年以2N取6～9年（包括第9年）以1.6％递增；当N取10～20年（包括第20年）以1.2％递增。K1=1＋0.02×(N1-3) (A.1)K2=K1＋0.016×(N2-5) (A.2)K3=K2＋0.012×(N3-9) (A.3)式中：N1——4～5，包括第5年；N2——6～9，包括第9年；N3——10～20，包括第20年；K——路面使用年限影响系数；N——实际使用年限。注：当N取1～2年时，属于工程保修期，建议在此期间使用年限影响系数K值统一取0.55，或根据每条路实际费用支出情况进行调整。7h8（）单位为km·年顺序号项目单位代号行车道宽度行车道宽度路面面层厚度15m路面面层厚度26cm年平均昼夜交通量7000以内12000以内18000以内25000以内32000以内38000以内46000以内55000以内55000以上每增减1每增减112345678910111人工工日1001001212.0231.6261.1278.5296.0313.3330.8363.8400.18.04.62HRB400钢筋t20010020.0610.0690.0800.1060.1190.1330.1430.1580.1740.0030.001332.5级水泥t55090011.3241.5231.7051.8481.9912.1502.2042.4242.6660.0530.030442.5级水泥t55090023.1393.6104.3605.1956.0396.9858.38310.05512.0700.1780.1035石油沥青t30010010.2580.2980.3310.3560.3810.4100.4500.4950.5450.0100.0066水m330050043539455154566063661-7土m35501002120.99139.14146.10153.39161.06169.13177.58186.45195.794.30-8中（粗）砂m355030057.568.709.6910.3911.1011.8812.7313.6114.560.300.189片石m355050055.515.806.086.396.707.057.397.768.16--10碎石（4cm）m355050135.516.357.107.668.238.859.4810.1410.850.230.1311密封胶（聚氨酯类）kg500946958.867.577.681.485.689.994.499.1107.02.31.312水泥路面快速修补料kg500945375.186.499.4106.1113.3121.1129.3138.1147.53.01.813其他材料费元7801001215.1247.5277.0299.4321.9347.0371.4397.6425.68.65.014设备摊销费元7901001171.9197.6221.4239.5257.9278.3297.9318.9341.36.94.0153.0m3以内轮胎式装载机台班80010490.380.440.540.630.740.860.930.991.050.030.0116手持式风动凿岩机台班80011020.600.690.750.790.830.860.930.991.050.030.01A.1.2.3A.1.2.31-2完成路基、路面日常养护的全部工作。见表A.3。单位为km·年顺序号项目单位代号行车道宽度行车道宽度路面面层厚度15m路面面层厚度26cm年平均昼夜交通量7000以内1200018000以内25000以内32000以内38000以内46000以内55000以内55000以上每增减1m每增减1cm123456789101117电动混凝土切缝机台班80030851.912.192.432.562.692.863.063.293.500.080.0418路面清扫车台班80031033.003.453.633.804.004.194.494.805.140.11-19道路养护车台班80031050.250.290.440.600.660.740.800.880.980.010.01202t以内载货汽车台班80070010.790.890.991.041.081.141.231.301.410.030.0121350L以内强制式混凝土搅拌机台班80050031.912.192.432.562.692.863.063.293.500.080.04226t以内载货汽车台班80070051.111.291.411.481.551.631.741.862.000.040.03238000L以内洒水汽车台班80070420.240.260.310.380.430.490.510.560.600.01-242.0t以内机动翻斗车台班80070483.614.164.554.764.985.205.565.986.380.140.08251m3/h以内电动空气压缩机台班80170410.790.890.991.041.081.141.231.301.410.030.01263m3/h以内电动空气压缩机台班80170421.111.291.411.481.551.631.741.862.000.040.0327小型机具使用费元8099001256.4294.9329.9356.4383.1413.0442.0473.1506.610.35.928基价元99990013840242822480195153755003585986251368362748851487743单位为km·年顺序号项目单位代号行车道宽度行车道宽度路面面层厚度22.5m路面面层厚度26cm年平均昼夜交通量8000以内17000以内27000以内38000以内45000以内50000以内60000以内70000以内80000以内80000以上每增减1m每增减1cm1234567891011121人工工日1001001269.3294.1326.4348.1369.9391.6413.5454.8500.1539.37.06.02HRB400钢筋t20010020.0760.0880.1010.1350.1510.1690.1800.1930.2060.2190.0030.003332.5级水泥t55090011.5911.8302.0132.2142.3482.5262.7302.7993.0793.3860.0440.038442.5级水泥t55090024.4745.1445.6606.2256.5997.6708.87010.64812.76915.3300.1490.1295石油沥青t30010010.3060.3540.3880.4260.4540.4850.5200.5730.6300.6930.0090.0086水m33005004445055637375798388931-7土m35501002121.29139.48153.41161.08169.14177.60186.48195.80205.60215.863.06-8中（粗）砂m355030058.9510.2911.3112.4513.2014.1015.0816.1617.2918.500.250.219片石m355050056.387.338.068.488.899.339.8010.2910.8011.35--10碎石（4cm）m355050136.607.588.359.189.7310.4411.2412.0412.8813.760.180.1611密封胶（聚氨酯类）kg500946967.978.085.698.6103.5108.6114.1119.9125.8135.81.91.612水泥路面快速修补料kg500945386.899.9109.8126.3134.9143.9153.8164.3175.4187.42.52.113其他材料费元7801001257.9296.4326.1358.8380.1408.8440.8471.8505.0540.57.16.114设备摊销费元7901001206.3237.3261.0287.0304.3327.5353.5378.3405.0433.55.64.9单位为km·年顺序号项目单位代号行车道宽度行车道宽度路面面层厚度22.5m路面面层厚度26cm年平均昼夜交通量8000以内17000以内27000以内38000以内45000以内50000以内60000以内70000以内80000以内80000以上每增减1m每增减1cm123456789101112153.0m3以内轮胎式装载机台班80010490.510.580.640.700.750.881.041.111.191.250.010.0116手持式风动凿岩机台班80011020.640.740.800.890.941.001.041.111.191.250.010.0117电动混凝土切缝机台班80030852.082.392.642.913.083.233.443.683.944.200.050.0518路面清扫车台班80031033.103.553.914.304.564.805.045.385.756.180.090.0819道路养护车台班80031050.500.560.630.700.800.911.011.161.301.480.010.0120350L以内强制式混凝土搅拌机台班80050032.082.392.642.913.083.233.443.683.944.200.050.05212t以内载货汽车台班80070010.850.981.061.161.241.301.361.451.561.690.030.03226t以内载货汽车台班80070051.191.381.511.661.761.861.952.082.242.410.040.03238000L以内洒水汽车台班80070420.350.410.440.490.510.580.660.700.760.810.01-242.0t以内机动翻斗车台班80070483.884.454.915.395.735.986.256.687.167.660.100.09251m3/h以内电动空气压缩机台班80170410.850.981.061.161.241.301.361.451.561.690.030.03263m3/h以内电动空气压缩机台班80170421.191.381.511.661.761.861.952.082.242.410.040.0327小型机具使用费元8099001334.8385.0423.5465.8493.8515.4558.5601.8645.0688.19.17.928基价元99990014691452273578166257166492708027531982292900399755712501048单位为km·年顺序号项目单位代号行车道宽度行车道宽度厚度30m路面面层厚度26cm年平均昼夜交通量20000以内30000以内40000以内50000以内60000以内70000以内80000以内90000以内100000以内100000以上每增减1m每增减1cm1234567891011121人工工日1001001336.6387.0408.0435.1462.4489.5516.8568.5625.4674.16.57.52HRB400钢筋t20010020.0980.1130.1290.1730.1930.2140.2290.2440.2610.2790.0030.003332.5级水泥t55090012.0202.3242.5562.8112.9803.2103.4683.5543.9084.3000.0410.048442.5级水泥t55090025.6816.5337.1867.9058.3809.74111.26613.52016.21819.4690.1410.1635石油沥青t30010010.3890.4490.4930.5430.5750.6160.6610.7260.7990.8800.0090.0106水m330050045563698093941001061111181-7土m35501002145.49152.75160.39168.41176.83185.68194.95204.70214.94225.695.63-8中（粗）砂m3550300511.3613.0614.3815.8116.7617.8919.1620.5121.9523.490.240.269片石m355050058.9110.2411.2511.8312.4113.0413.6914.3815.0815.85--10碎石（4cm）m355050138.389.6310.6011.6612.3513.2514.2615.2616.3617.490.180.2011密封胶（聚氨酯类）kg500946986.198.9108.9125.1131.4138.0144.9152.3159.8172.51.82.012水泥路面快速修补料kg5009453110.1126.8139.4160.4171.3182.9195.4208.6222.6237.92.42.813其他材料费元7801001327.4376.4414.1455.5482.9519.3559.8599.1641.4686.66.87.8单位为km·年顺序号项目单位代号行车道宽度行车道宽度厚度30m路面面层厚度26cm年平均昼夜交通量20000以内30000以内40000以内50000以内60000以内70000以内80000以内90000以内100000以内100000以上每增减1m每增减1cm12345678910111214设备摊销费元7901001261.9301.3331.4364.5386.4415.8448.9480.4514.4550.55.46.3153.0m3以内轮胎式装载机台班80010490.610.700.760.850.911.061.241.331.431.500.010.0116手持式风动凿岩机台班80011020.760.880.981.061.131.191.241.331.431.500.010.0117电动混凝土切缝机台班80030852.502.883.183.493.693.884.134.414.735.050.050.0618路面清扫车台班80031033.704.264.695.165.485.766.046.456.917.410.080.0919道路养护车台班80031050.500.751.011.261.511.661.832.012.232.440.030.0320350L以内强制式混凝土搅拌机台班80050032.502.883.183.493.693.884.134.414.735.050.050.06212t以内载货汽车台班80070011.001.161.261.391.491.561.641.751.882.010.030.03226t以内载货汽车台班80070051.441.661.812.002.112.242.352.502.682.880.030.04238000L以内洒水汽车台班80070420.430.490.540.580.610.690.800.850.930.980.01-242.0t以内机动翻斗车台班80070484.665.355.896.486.867.167.508.018.609.190.090.11251m3/h以内电动空气压缩机台班80170411.001.161.261.391.491.561.641.751.882.010.030.03263m3/h以内电动空气压缩机台班80170421.441.661.812.002.112.242.352.502.682.880.030.0427小型机具使用费元8099001530.8562.6596.4632.3670.1722.0773.9825.8877.6929.59.511.028基价元99990015840567113719847801782975883579400010267211241912171112071306单位为km·年顺序号项目单位代号行车道宽度行车道宽度路面面层厚度15m路面面层厚度18cm年平均昼夜交通量7000以内12000以内18000以内25000以内32000以内38000以内46000以内55000以内55000以上每增减1m每增减1cm12345678910111人工工日1001001224.4258.0276.4294.8313.1331.6350.0385.0423.58.57.0232.5级水泥t55090011.3241.5231.7051.8481.9912.1502.2042.4242.666--3改性沥青t30010020.9111.2301.4161.5201.6431.7741.9162.0692.2350.0440.0364水m330050042630353941434548501-5土m35501002120.99139.14146.10153.39161.06169.13177.58186.45195.794.30-6片石m355050055.515.806.086.396.707.057.397.768.16--7矿粉t55030130.8201.1081.2741.3691.4431.5561.6741.8041.9480.0390.0338石屑m355030141.632.202.542.742.953.193.443.734.010.080.069路面用碎石（1.5cm）m355050174.085.506.316.837.387.988.609.2910.040.200.1610路面用碎石（2.5cm）m355050180.580.790.910.981.051.141.231.331.430.030.0311路面加热型密封胶kg500945080.592.5106.4111.8117.4123.3129.4135.8146.83.12.612其他材料费元7801001130.6176.4202.9218.1247.0293.3339.5391.6449.37.36.013设备摊销费元7901001155.0209.3240.5258.6278.3300.5321.6344.3368.57.46.1A.1.2.6A.1.2.61-5完成路基、路面日常养护的全部工作。见表A.6。单位为km·年顺序号项目单位代号行车道宽度行车道宽度路面面层厚度15m路面面层厚度18cm年平均昼夜交通量7000以内12000以内18000以内25000以内32000以内38000以内46000以内55000以内55000以上每增减1m每增减1cm1234567891011143.0m3以内轮胎式装载机台班80010491.131.541.751.891.982.062.192.302.430.050.0415手扶式振动碾台班80010853.204.314.985.356.017.088.169.3510.680.180.15164000L以内沥青洒布车台班80030381.161.982.944.104.244.484.734.995.290.100.0917路面清扫车台班80031031.191.611.851.992.062.162.292.412.510.05-18保温式沥青路面养护车台班80031150.430.560.640.700.730.760.800.850.890.03-19350L以内强制式混凝土搅拌机台班80050030.110.140.180.180.200.240.260.300.350.01-202t以内载货汽车台班80070011.011.381.581.701.761.861.952.062.190.050.04216t以内载货汽车台班80070051.862.502.883.103.203.383.553.753.980.090.08228000L以内洒水汽车台班80070420.180.200.240.290.330.380.390.430.450.01-232.0t以内机动翻斗车台班80070484.696.337.297.818.9410.7012.4914.4916.700.260.0424小型机具使用费元8099001113.9131.1146.6158.5170.4183.6196.4210.4225.14.53.825基价元999900140849498995541859864637726821872778793788660217131209单位为km·年顺序号项目单位代号行车道宽度行车道宽度路面面层厚度22.5m路面面层厚度18cm年平均昼夜交通量8000以内17000以内27000以内38000以内45000以内50000以内60000以内70000以内80000以内80000以上每增减1m每增减1cm1234567891011121人工工日1001001259.1286.0301.4321.6341.6361.8381.9420.0462.0498.06.05.3232.5级水泥t55090011.5911.8302.0132.2142.3482.5262.7302.7993.0793.386--3改性沥青t30010021.4481.9512.2482.4142.6062.8163.0413.2853.5483.8300.0250.0094水m33005004333843495556606468701-5土m35501002121.29139.48153.41161.08169.14177.60186.48195.80205.60215.865.63-6片石m355050056.387.338.068.488.899.339.8010.2910.8011.35--7矿粉t55030131.1991.6181.8601.9992.1062.2742.4292.5932.7692.9580.0290.0068石屑m355030142.383.233.693.994.314.664.985.315.686.050.040.019路面用碎石（1.5cm）m355050175.958.049.249.9810.7611.6312.4313.2614.1815.130.090.0310路面用碎石（2.5cm）m355050180.851.141.311.431.541.661.761.892.012.160.010.0111路面加热型密封胶kg5009450117.5135.1155.5163.3171.4180.0192.3205.4219.3234.12.61.512其他材料费元7801001169.3228.6262.9282.5320.0380.0405.8433.3462.9494.34.52.313设备摊销费元7901001200.6271.0311.6335.0360.5389.3415.6443.9474.1506.32.81.4143.0m3以内轮胎式装载机台班80010491.502.042.352.512.632.752.933.103.293.480.040.0315手扶式振动碾台班80010854.265.756.637.138.019.4510.0110.6111.2511.930.040.01A.1.2.7A.1.2.71-6完成路基、路面日常养护的全部工作。见表A.7。单位为km·年顺序号项目单位代号行车道宽度行车道宽度路面面层厚度22.5m路面面层厚度18cm年平均昼夜交通量8000以内17000以内27000以内38000以内45000以内50000以内60000以内70000以内80000以内80000以上每增减1m每增减1cm123456789101112164000L以内沥青洒布车台班80030381.542.633.935.455.645.956.316.697.107.510.090.0617路面清扫车台班80031031.833.134.686.496.707.106.646.235.815.450.01-18加热板式沥青路面再生车台班80031140.610.830.941.011.061.111.181.251.311.390.01-19350L以内强制式混凝土搅拌机台班80050030.140.190.230.240.250.300.360.390.450.510.010.01202t以内载货汽车台班80070011.331.792.052.202.292.412.562.752.933.130.040.01216t以内载货汽车台班80070052.413.253.744.014.144.384.684.995.335.690.01-228000L以内洒水汽车台班80070420.250.300.350.410.450.540.560.600.660.690.010.01232.0t以内机动翻斗车台班80070486.258.449.7010.4311.9114.2615.1316.0416.9918.000.01-24小型机具使用费元8099001147.6169.9190.0205.1220.6237.9253.9271.3289.8309.43.11.625基价元9999001531856537273892815378669792828975871044571119811191901095730单位为km·年顺序号项目单位代号行车道宽度行车道宽度路面面层厚度30m路面面层厚度18cm年平均昼夜交通量20000以内30000以内40000以内50000以内60000以内70000以内80000以内90000以内100000以内100000以上每增减1m每增减1cm1234567891011121人工工日1001001318.6366.3386.1411.9427.0452.3477.3538.0591.8637.95.44.8232.5级水泥t55090012.0202.3242.5562.8112.9803.2103.4683.5543.9084.300--3改性沥青t30010022.2983.0993.5683.8334.1384.4704.7745.0995.4455.8160.0250.0094水m33005004414853617073768085891-5土m35501002145.49152.75160.39168.41176.83185.68194.95204.70214.94225.695.63-6片石m355050058.9110.2411.2511.8312.4113.0413.6914.3815.0815.85--7矿粉t55030131.7502.3632.7162.9193.0763.3203.5483.7884.0454.3200.0290.0068石屑m355030143.484.695.395.836.306.807.257.758.298.850.040.019路面用碎石（1.5cm）m355050178.6911.7313.4914.5615.7316.9918.1419.3820.6922.100.090.0310路面用碎石（2.5cm）m355050181.241.681.932.082.242.432.582.762.953.140.010.0111路面加热型密封胶kg5009450171.8197.5227.0238.5250.4262.9280.8299.9320.1341.92.61.512其他材料费元7801001219.3296.1340.5366.0414.5492.3525.6561.4599.5640.44.52.313设备摊销费元7901001260.0351.0403.6433.9467.0504.1538.5575.0614.1655.82.81.4143.0m3以内轮胎式装载机台班80010492.012.733.133.363.503.683.934.194.484.790.040.0315手扶式振动碾台班80010855.697.688.839.4910.6912.6013.4514.3815.3516.390.040.01A.1.2.8A.1.2.81-8完成路基、路面日常养护的全部工作。见表A.8。单位为km·年顺序号项目单位代号行车道宽度行车道宽度路面面层厚度30m路面面层厚度18cm年平均昼夜交通量20000以内30000以内40000以内50000以内60000以内70000以内80000以内90000以内100000以内100000以上每增减1m每增减1cm123456789101112164000L以内沥青洒布车台班80030382.053.505.237.267.517.948.499.069.6810.330.090.0617路面清扫车台班80031032.914.957.4110.3010.6611.2512.0112.8513.7014.640.01-18加热板式沥青路面再生车台班80031140.891.201.381.491.551.611.731.851.982.110.01-19350L以内强制式混凝土搅拌机台班80050030.180.240.260.290.310.390.480.500.580.660.010.01202t以内载货汽车台班80070011.732.312.662.862.953.113.333.553.804.050.040.01216t以内载货汽车台班80070053.114.204.835.195.365.666.056.456.897.360.01-228000L以内洒水汽车台班80070420.360.410.490.580.660.750.800.860.910.980.010.01232.0t以内机动翻斗车台班80070488.3311.2512.9413.9115.8819.0120.3121.6923.1824.750.01-24小型机具使用费元8099001193.1222.0248.5268.5288.6311.1332.3354.9378.9404.83.11.625基价元999900171091896101018371128261188041271281351901473121591451705731031677单位为km•年顺序号项目单位代号行车道宽度行车道宽度路面面层厚度22.5m路面面层厚度24cm年平均昼夜交通量20000以内30000以内38000以内45000以内55000以内55000以上每增减1m每增减1cm123456781人工工日1001001256.4273.7292.2312.2333.3356.05.33.32HRB400钢筋t20010020.0890.0940.1010.1100.1190.1290.0030.001332.5级水泥t55090011.5541.6301.7411.8601.9862.120--442.5级水泥t55090024.6794.9135.2485.6045.9856.3910.1150.0715石油沥青t30010010.3850.4050.4310.4610.4930.5250.0100.0066水m330050045658636873761-7土m35501002142.01149.11156.56164.39172.61181.253.38-8中（粗）砂m3550300511.2911.8512.4413.0613.7314.390.260.169片石m355050055.766.056.366.687.017.36--10碎石（4cm）m355050138.238.649.069.5110.0010.500.200.1311密封胶（聚氨酯类）kg500946987.591.996.4101.3106.3111.62.11.312水泥路面快速修补料kg5009453112.0117.6123.5129.8136.1143.02.61.613其他材料费元7801001320.8336.9363.1391.4422.0454.98.05.014设备摊销费元7901001256.3269.1290.0312.6337.0363.36.44.0153.0m3以内轮胎式装载机台班80010490.490.500.550.600.640.690.010.01A.1.2.9A.1.2.91-7完成路基、路面日常养护的全部工作。见表A.9。单位为km•年顺序号项目单位代号行车道宽度行车道宽度路面面层厚度22.5m路面面层厚度24cm年平均昼夜交通量20000以内30000以内38000以内45000以内55000以内55000以上每增减1m每增减1cm1234567816手持式风动凿岩机台班80011020.850.890.951.041.111.190.030.0117电动混凝土切缝机台班80030852.682.813.043.263.543.800.080.0518路面清扫车台班80031033.814.004.314.645.005.390.10-19道路养护车台班80031050.360.380.410.440.480.500.01-20350L以内强制式混凝土搅拌机台班80050032.682.813.043.263.543.800.080.05212t以内载货汽车台班80070010.991.041.131.201.301.410.030.01226t以内载货汽车台班80070051.411.491.601.731.862.000.040.03238000L以内洒水汽车台班80070420.300.310.330.360.390.430.01-242.0t以内机动翻斗车台班80070485.105.355.766.236.707.230.140.09251m3/h以内电动空气压缩机台班80170411.101.161.251.351.441.560.030.01263m3/h以内电动空气压缩机台班80170421.561.641.791.932.062.230.040.0327小型机具使用费元8099001406.3426.6459.9495.6534.4576.19.56.028基价元99990014897451882553985918763200674861099580单位为km•年顺序号项目单位代号行车道宽度行车道宽度路面面层厚度15m路面面层厚度24cm年平均昼夜交通量15000以内18000以内22000以内26000以内30000以内30000以上每增减1m每增减1cm123456781人工工日1001001205.3215.6230.2245.9262.5280.45.93.62HRB400钢筋t20010020.0700.0750.0800.0860.0940.1000.0030.001332.5级水泥t55090011.2231.2851.3701.4641.5641.670--442.5级水泥t55090023.6853.8684.1314.4134.7135.0330.1150.0715石油沥青t30010010.3040.3190.3390.3630.3880.4140.0100.0066水m330050043943454951551-7土m35501002111.81117.41123.29129.44135.93142.733.38-8中（粗）砂m355030058.889.339.8010.2910.8011.350.260.169片石m355050054.554.765.005.255.515.80--10碎石（4cm）m355050136.486.807.147.507.888.260.200.1311密封胶（聚氨酯类）kg500946968.972.476.079.883.888.02.11.312水泥路面快速修补料kg500945388.192.697.3102.0107.3112.52.61.613其他材料费元7801001252.6265.1286.0308.3332.3358.18.05.014设备摊销费元7901001201.8211.9228.3246.1265.4286.16.44.0153.0m3以内轮胎式装载机台班80010490.410.430.450.490.540.560.010.01A.1.2.10A.1.2.101-9完成路基、路面日常养护的全部工作。见表A.10。单位为km•年顺序号项目单位代号行车道宽度行车道宽度路面面层厚度15m路面面层厚度24cm年平均昼夜交通量15000以内18000以内22000以内26000以内30000以内30000以上每增减1m每增减1cm1234567816手持式风动凿岩机台班80011020.700.740.800.860.931.000.030.0117电动混凝土切缝机台班80030852.242.352.542.732.943.180.080.0518路面清扫车台班80031033.183.333.603.884.184.500.10-19道路养护车台班80031050.300.310.350.360.390.430.01-202t以内载货汽车台班80070010.830.860.941.001.081.180.030.0121350L以内强制式混凝土搅拌机台班80050032.242.352.542.732.943.180.080.05226t以内载货汽车台班80070051.181.241.331.441.551.680.040.03238000L以内洒水汽车台班80070420.250.250.290.300.330.350.01-242.0t以内机动翻斗车台班80070484.244.454.805.185.586.010.140.09251m3/h以内电动空气压缩机台班80170410.930.981.041.111.201.300.030.01263m3/h以内电动空气压缩机台班80170421.311.381.491.601.731.860.040.0327小型机具使用费元8099001301.0316.0340.6367.3395.8426.89.56.028基价元99990013936241314441344712450342537541163612单位为km•年顺序号项目单位代号行车道宽度行车道宽度路面面层厚度15m路面面层厚度12cm年平均昼夜交通量15000以内18000以内22000以内26000以内30000以内30000以上每增减1m每增减1cm123456781人工工日1001001229.0240.5256.7274.2292.9312.76.07.4232.5级水泥t55090011.0931.1801.2741.3751.4861.605--3改性沥青t30010021.0661.1501.2441.3431.4501.5660.0350.0444水m330050042930313536391-5土m35501002131.49138.06144.98152.23159.83167.813.98-6片石m355050055.355.615.896.196.496.81--7矿粉t55030130.7950.8580.9261.0011.0811.1680.0260.0338石屑m355030143.613.914.234.554.915.310.11-9路面用碎石（1.5cm）m355050175.886.356.857.397.998.630.190.2410路面用碎石（2.5cm）m355050180.580.630.680.740.790.850.030.0311路面加热型密封胶kg500945068.974.480.486.893.8101.32.32.812其他材料费元7801001252.5265.1285.8308.1332.0358.08.010.013设备摊销费元7901001201.6211.8228.3246.1265.1286.06.48.0143.0m3以内轮胎式装载机台班80010491.331.441.561.691.811.950.040.0515手扶式振动碾台班80010855.896.366.867.418.008.640.190.24A.1.2.11A.1.2.111-10完成路基、路面日常养护的全部工作。见表A.11。单位为km•年顺序号项目单位代号行车道宽度行车道宽度路面面层厚度15m路面面层厚度12cm年平均昼夜交通量15000以内18000以内22000以内26000以内30000以内30000以上每增减1m每增减1cm1234567816路面清扫车台班80031031.391.501.631.751.892.050.05-17保温式沥青路面养护车台班80031150.490.540.560.610.660.730.01-18350L以内强制式混凝土搅拌机台班80050030.190.200.230.240.250.260.000.01198t以内自卸汽车台班80070142.192.362.552.752.993.230.080.09202t以内载货汽车台班80070011.201.301.411.511.641.760.040.05218000L以内洒水汽车台班80070420.180.190.200.200.230.25--222.0t以内机动翻斗车台班80070484.244.454.805.185.586.010.140.1623小型机具使用费元8099001122.9129.4139.9150.5162.4175.63.94.924基价元999900143453461064939152946567796090912261349单位为km•年顺序号项目单位代号行车道宽度行车道宽度路面面层厚度22.5m路面面层厚度12cm年平均昼夜交通量20000以内30000以内38000以内45000以内55000以内55000以上每增减1m每增减1cm123456781人工工日1001001286.2305.3326.2348.1371.9397.25.09.4232.5级水泥t55090010.1830.1910.2050.2190.2330.249--3改性沥青t30010021.3541.4611.5791.7051.8411.9890.0300.0554水m330050043941444850541-5土m35501002134.79141.54148.60156.04163.83172.042.71-6片石m355050056.797.137.497.858.258.66--7矿粉t55030131.0101.0911.1761.2731.3731.4850.0230.0418石屑m355030144.604.955.355.796.246.740.10-9路面用碎石（1.5cm）m355050178.058.699.3810.1310.9411.810.180.3310路面用碎石（2.5cm）m355050180.800.860.931.001.081.180.010.0411路面加热型密封胶kg500945094.4101.9110.0118.9128.5138.62.03.912其他材料费元7801001320.6336.8363.0391.3421.8454.86.812.813设备摊销费元7901001256.1268.9289.9312.5336.9363.15.410.1143.0m3以内轮胎式装载机台班80010491.611.741.882.012.182.360.040.0615手扶式振动碾台班80010857.067.638.248.899.6110.380.150.2916路面清扫车台班80031031.681.801.942.102.262.450.04-A.1.2.12A.1.2.121-11完成路基、路面日常养护的全部工作。见表A.12。单位为km•年顺序号项目单位代号行车道宽度行车道宽度路面面层厚度22.5m路面面层厚度12cm年平均昼夜交通量20000以内30000以内38000以内45000以内55000以内55000以上每增减1m每增减1cm1234567817保温式沥青路面养护车台班80031150.580.630.690.740.800.860.01-18350L以内强制式混凝土搅拌机台班80050030.230.240.260.290.300.330.000.01192t以内载货汽车台班80070011.441.561.691.811.982.130.040.06208t以内自卸汽车台班80070142.632.833.063.313.583.860.060.11218000L以内洒水汽车台班80070420.200.230.240.250.260.300.00-222.0t以内机动翻斗车台班80070485.105.355.766.206.697.230.110.2023小型机具使用费元8099001165.8174.8188.9203.0219.3237.03.56.624基价元999900153555572946146065823705937572710281703单位为km•年顺序号项目单位代号行车道宽度行车道宽度路面面层厚度7m路面面层厚度22cm年平均昼夜交通量5000以内10000以内15000以内15000以上每增减1m每增减1cm1234561人工工日1001001150.0164.9181.0198.79.02.92HRB400钢筋t20010020.0390.0430.0480.0510.0030.001332.5级水泥t55090010.9501.0441.1451.258--442.5级水泥t55090022.0202.2192.4362.6750.1340.0435石油沥青t30010010.1660.1830.2000.2200.0110.0046水m33005004232426291-7土m3550100286.9195.43104.79115.055.75-8中（粗）砂m355030054.885.355.886.450.330.109片石m355050051.992.182.392.63--10碎石（4cm）m355050133.553.914.294.700.240.0811密封胶（聚氨酯类）kg500946937.941.645.650.02.50.812水泥路面快速修补料kg500945348.553.158.364.13.31.013其他材料费元7801001138.6152.3167.0183.59.12.914设备摊销费元7901001110.6121.6133.5146.67.42.4153.0m3以内轮胎式装载机台班80010490.290.300.330.360.01-16手持式风动凿岩机台班80011020.490.540.580.640.040.01A.1.2.13A.1.2.131-12完成路基、路面日常养护的全部工作。见表A.13。单位为km•年顺序号项目单位代号行车道宽度行车道宽度路面面层厚度7m路面面层厚度22cm年平均昼夜交通量5000以内10000以内15000以内15000以上每增减1m每增减1cm12345617电动混凝土切缝机台班80030851.541.691.852.040.100.0418路面清扫车台班