城市次干道预算表样本

总概（预）算表建设项目名称：某都市次干道编制范围：第1页共2页01表项目节工程费用名称单位数量概预算金额(元)技术经济指标各项费用比例(%)备注第一部分建筑安装工程费公路公里0.4575471360.89411972343.31100%一路基工程km0.4573525887.177715289.211场地清理km0.457206824.54525701清表m214823.1457865.183.9037062清淤m326684148959.355.5823472挖方m343780.9860802.419.66161挖路基土方m314593.63140713.69.6421252挖路基石方m329187.27720088.824.671333填方m3103614.2199337619.23841排水沟处2955.19477.5952浆砌片石边沟m3/m54.4/1608594.66157.99/53.725挡土墙m3/m454613.11浆砌片石挡土墙m3/m5076.15/200.8454613.189.56/22646中央分隔带km0.31721.322326.8391中央分隔带回填土m3283.5721.322.544339二路面工程km0.457121026526482821路面基层m2417253.41水泥稳定类基层m212891417253.432.367812透层m211330.921透层m26979.2911330.921.6235063设备的安装拆除座2375714.65187857.31稳定土设备的安装拆除座164441.5164441.51总概（预）算表建设项目名称：某都市次干道编制范围：第2页共2页01表项目节工程费用名称单位数量概预算金额(元)技术经济指标各项费用比例(%)备注2沥青料设备的安装拆除座1311273.14311273.14沥青混凝土面层m2361062.061粗粒式沥青混凝土面层m26979.2978399.3611.233142中粒式沥青混凝土面层m26979.29148311.521.250233细粒式沥青混凝土面层m26979.29134351.219.249985路缘石m315644903.97287.846三桥梁涵洞工程km0.154219341.814242971涵洞工程m/道219341.81直径1.5m圆管涵m/道154/2219341.81424.28/109670.9四利润公路公里0.457346884.58759047.221五税金公路公里0.457168982.34369764.42编制：复核：填表讲明：1.本表反映一个单项或单位工程的各项费用组成，概（预）算金额，技术经济指标等。2.本表“项”、“目”、“节”、“工程或费用名称”、“单位”等应按概（预）算项目表的序列内容填列。“目”、“节”可视需要增减，但“项”应保留。3.“数量”、概（预）算金额由建筑安装工程费计算表（03表），设备、工具、器具购置费用计算表（05表）和工程建设其他费用及回收金额计算表（06表）转来。4.“技术经济指标”以各项目概（预）算金额除以相应数量计算：“各项费用比例”以各项概（预）算金额除以总（概）预算金额计算。人工、要紧材料、机械台班数量汇总表建设项目名称：某都市次干道编制范围：第1页共4页02表序号规格名称单位总数量分项统计场外运输损耗路基工程路面工程防护工程桥涵工程%数量1人工日27174.9811984.355654.2175.539360.92原木m313.410.7212.693钢钎m3583.7583.74硝铵炸药t4378.14378.15导火线t11091.111091.16一般雷管kg875.61875.617煤kg6.885.51.3810.068325号水泥t579.798516.8185.1157.875.799水t2237.311907.3470.72259.25122.310砂砾土kg5149.85149.8151.511中(粗)砂t658.42554.8623.180.4616.5812片石千块6771.63363.826407.81167.713碎石(4cm)t38.8338.310.3914块石m3938.03938.0319.3815石油沥青m3156.97156.9716砂m3495.12495.1214.9517矿粉t156.5156.511.5718石屑m340140114.0119路面用碎石(1.5cm)m3291.8291.814.01人工、要紧材料、机械台班数量汇总表建设项目名称：某都市次干道编制范围：第2页共4页02表序号规格名称单位总数量分项统计场外运输损耗路基工程路面工程防护工程桥涵工程%数量1路面用碎石(2.5cm)t336.59336.59133.662路面用碎石(3.5cm)t103.62103.62110.363锯材kg8.9951.3957.64铁件kg49.249.25铁钉t55.154.3750.7668—12号铁丝t33.333.37青（红）砖kg65.8465.848碎石（8㎝）t68.7468.7410.6879生石灰千块39.4439.4410.3910土t359.6359.613.59611425号水泥m35512钢模板m34.214.2113碎石(2cm)m3405.94405.9414.0514粘土t96.3196.3110.9631575kw内履带推土机台班2848.422848.4216135kw内履带推土机台班3.673.67170.6m台班55.6355.63181m台班36.9136.91193m3台班3.153.15人工、要紧材料、机械台班数量汇总表建设项目名称：某都市次干道编制范围：第3页共3页02表序号规格名称单位总数量分项统计场外运输损耗路基工程路面工程防护工程桥涵工程%数量12m3以内轮胎式装载机台班259.9226.93324t以内自卸汽车台班5.25.238t以内自卸汽车台班2137.922080.7257.2410t以内自卸汽车台班2319.622319.62512t以内自卸汽车台班49.3349.3366～8t光轮压路机台班19.5419.54712～15t光轮压路机台班47.347.389～16t轮胎式压路机台班5.755.7596000L以内洒水汽车台班10.410.41090kW以内自行式平地机台班9.659.6511120kW以内自行式平地机台班189.61189.6112200t/h以内稳定土厂拌设备台班8.958.9513250L以内强制及反转式搅拌机台班52.128.6443.48145t以内汽车式起重机台班76.1919.9256.271520t以内汽车式起重机台班3.323.321640t以内汽车式载重机台班23.2423.241775t以内汽车式载重机台班23.2423.2418100t/h以内电动沥青拌和设备台班5.755.75192t/h以内工业锅炉台班7.167.16206m以内自找平沥青摊铺机台班5.755.75编制：复核：填表讲明：1.本表各栏数据由分项工程预算表（08表）及辅助生产工、料、机械台班单位数量表（12表）统计而来。2.发生的冬、雨季及夜间施工增工及临时设施用工，依照有关规定计算后列入本表有关项目内建筑安装工程费计算表建筑项目名称：某都市次干道编制范围：第1页共4页03表序号工程名称单位工程量直接费（元）定额直接工程费（元）间接费（元）计划利润（元）费率7%税金（元）综合税率3.41%建安工程费直接工程费其他直接费合计合计（元）单价（元）人工费材料费机械使用费合计1推土机推挖表土100m148.231259.724071.125331.1886.5925055.2824309.71059.191828.01952.8428895.3194.932装载机装表土1000m14.82316485.516485.5576.9915608.615608.6689.321140.85594.6618033.41216.583自卸汽车配合装载机运表土1000m14.82311920.811920.8417.2320574.5811161.7498.361475.11768.8923316.91573.024挖掘机挖装淤泥1000m26.684535.61123411168774090.7120967.7103865.24887.098809.84592.06139256.655219.55自卸汽车配合挖掘机运淤泥1000m26.6821456.421456.4750.9722207.3720090.24897.181617.32843.0125564.88958.26挖掘机挖装土方1000m14.5933834.1335002.82520.2037522.9928800.62135.061500.911279.5348351120877推土机推土1000m14.591168.6674668.375836.95460.2681297.1768660.54625.813251.882772.2388822222058人工开炸石方100m291.8369384.83789471.6115885683437.661242293.6657615170686.5449691.7442362.213375993343999装载机装石1000m29.1886247.9486247.946209.8592457.7969056.45260.83698.3315216建筑安装工程费计算表建筑项目名称：某都市次干道编制范围：第2页共4页03表序号工程名称单位工程量直接费（元）定额直接工程费（元）间接费（元）计划利润（元）费率4%税金（元）综合税率3.41%建安工程费直接工程费其他直接费合计合计（元）单价（元）人工费材料费机械使用费合计自卸汽车配合装载机运石1000m29.18668288.05668288.0548116.74716404.7577318.940763.432865624429810253202563推土机路基推土1000m41.915652.661220484.971226137.6388281.91131441993681674790.4752576448211486608371652装载机装土1000m61.736983.8536983.852662.8439646.6929618.62255.90158513514484011210自卸汽车配合装载机运土方1000m26.78470500.41470500.4133876.03504376.4529708.428699.0220175171995704491426124%稳定土厂拌设备拌和1000m12.893830.06124371.4810327.38138528.929974.081485031034838449.825940506316795641989自卸汽车运输4%混合料1000m12.8948728.817448728.81743508.4752237.2840497.42972.302089.41781.259080.3714770.04%基层混合料铺筑1000m12.8956674.7956674.794080.5860755.379227.83456.982430.22071.568714.3217178.56%稳定土厂拌设备拌和1000m12.893709.43149798.869634.56163142.8511746.29174889.11165129951.196995.55963.7197799.649449.9自卸汽车运输混合料1000m12.8945553.7445553.743279.8748833.6137860.32778.631953.31665.255230.8113807.7基层混合料铺筑1000m12.8910726.9510726.95772.3411499.298626.92654.31459.97392.1213005.693251.42建筑安装工程费计算表建筑项目名称：某都市次干道编制范围：第3页共4页03表序号工程名称单位工程量直接费（元）定额直接工程费（元）间接费（元）计划利润（元）费率4%税金（元）综合税率3.41%建安工程费直接工程费其他直接费合计合计（元）单价（元）人工费材料费机械使用费合计稳定土厂拌设备安装拆除1座110284.8435608.7218918.4364811.994666.4669478.45463153953.322779.123697858019645沥青混合料拌和设备拌和100m4.191201.5107769.426570.01135540.99758.94145299.81228128267.565811.9495416433441083自卸汽车运输沥青混合料100m4.1910799.3510799.35777.5511576.99276.66658.72463.07394.7130933273沥青混合料铺筑100m4.197269.767269.76523.427793.186238.91443.43311.72265.78814.02203沥青混合料拌和设备拌和100m3.49995.16126123.0722139.62149257.810746.57160004.41160399104.256400.1545618096445241自卸汽车运输沥青混合料100m3.498991.388991.38647.389638.767726.86548.45385.55328.6109012725沥青混合料铺筑100m3.4916225.2616225.261168.2217393.485238.49989.69695.73593.1196724918沥青混合料拌和设备拌和100m2.79795.5590039.4617637.4108472.47810.01116282.4994306616.474651.2396513151532878自卸汽车运输沥青混合料100m2.797190.337190.33517.707708.036177.1438.59308.32262.88717.72179沥青混合料铺筑100m2.794838.914838.91348.405187.314357.98295.16207.49176.85866.81466沥青混和料拌和设备安装拆除1座153367.43149940.03142735.3346042.824915.09370957.929880221107.511483812649419553104888建筑安装工程费计算表建筑项目名称：某都市次干道编制范围：第4页共4页03表序号工程名称单位工程量直接费（元）定额直接工程费（元）间接费（元）计划利润（元）费率4%税金（元）综合税率3.41%建安工程费直接工程费其他直接费合计合计（元）单价（元）人工费材料费机械使用费合计透层1000㎡6.98179.289741.82416.4410337.54744.3011081.849925.56630.56443.27377.8125333133铺砌砖人行道(平铺)1000㎡2.747590.2829561.0737151.352674.9039826.25123762266.111593.0513584504311260预制混凝土路缘石10m31.561906.704865.96473.357246.01521.717767.726028.29441.98310.70264.88785.22196安装混凝土路缘石10m31.56124860170.57125030.59002.20134032.71369.57626.465361.31457015159137897中间带回填人工夯实填土100m2.83587.93587.9342.33630.26588.7235.8625.2121.49712.82178.2预制圆管涵10m15.2524862166073.1117104714749931061991581192280632.789969.8563247.68539181788328447082安装圆管涵10m15.255223.9639141.439141.42818.1841959.5925959.642387.501678.381430.847456.2911864浆砌片石墙身10m507.6130306.05267039.5397345.522688.422688.4308632.922765.828263.0124094799136199784浆砌片石边沟10m5.442127.044986.8216554.531191.9317746.4613101.61009.77709.85605.1200715017人工挖排水沟100m2.11857.3677．6548.79726.44677.9141.3329.0524.77821.59205.3填表讲明：1.本表各栏数据之间关系，5—14均由08表转来；15=（13+14）×15的费率；16=（13+14）×16的费率；17=（12+13+14）×17的费率；18=12+14+15+16+17；19=18÷4其他直接费、现场经费及间接费综合费率计算表建设项目名称：某都市次干道编制范围：第1页共1页04表序号项目其他直接费（%）间接费（%）冬季施工增加费雨季施工增加费夜间施工增加费行车干扰工程施工增加费安全文明施工措施费临时设施费施工辅助费工地转移费综合费率现场治理费财务费用综合费率差不多费用其他单项费用主副食运费补贴职工探亲路费职工取暖补贴1人工土方0.32－－0.591.570.890.213.583.360.450.10－0.234.142机械土方0.33－－0.591.420.490.673.53.260.350.22－0.214.043汽车土方0.38－－0.210.920.160.402.071.440.370.14－0.212.164人工石方0.26－－0.591.600.850.223.523.450.340.10－0.224.115机械石方0.34－－0.591.970.460.433.793.280.330.22－0.204.036其他路面0.32－－1.021.870.740.754.73.280.220.16－0.303.967构造物I0.27－－0.722.651.300.755.694.440.320.29－0.375.42编制：复核：填表讲明；本表应依照建设项目具体情况，按概（预）算编制方法有关规定填入数据计算。人工、材料、机械单价汇总表建设项目名称：某都市次干道编制范围：第1页共2页07表序号名称单位代号预算金额（元）备注序号名称单位代号预算金额（元）备注1原木m310886.1118路面用碎石(1.5cm)m332729.652钢钎m33716.1419路面用碎石(2.5cm)t32829.653硝铵炸药t25018.5520路面用碎石(3.5cmt32929.654导火线t25115.3221锯材kg111230.135一般雷管kg25415.1222铁件kg1504.536煤kg266216.4823铁钉t1515.477325号水泥t242322.66248—12号铁丝t1536.388水t2680.525青（红）砖kg275225.639砂砾土kg28231.5226碎石（8㎝）t32327.7010中(粗)砂t28640.6927生石灰千块27871.8811片石千块30537.6728土t2805.2612碎石(4cm)t32041.5629425号水泥m3243338.3813块石m334365.3430钢模板m3324612.6314石油沥青m32601447.0431碎石(2cm)m332029.6515砂m328538.1832粘土t2909.8716矿粉t315109.4233砂砾m328719.6117石屑m332532.4234其他材料费m33921.16人工、材料、机械单价汇总表建设项目名称：某都市次干道编制范围：第2页共2页07表序号名称单位代号预算金额（元）备注序号名称单位代号预算金额（元）备注10.6m台班426427.361875t以内汽车式载重机台班7043165.7221m台班430619.0919100t/h以内电动沥青拌和设备台班7068620.8633m3台班439646.49202t/h以内工业锅炉台班533853.4342m3以内轮胎式装载机台班438527.1216m以内自找平沥青摊铺机台班9481637.6354t以内自卸汽车台班647321.7922250L以内强制及反转式搅拌机台班540143.3368t以内自卸汽车台班649439.462315t以内平板推车台班569127.22710t以内自卸汽车台班650577.06244000L以内沥青洒布机台班656488.82812t以内自卸汽车台班651626.712575kw内履带推土机台班403469.2996～8t光轮压路机台班458213.2226135kw内履带推土机台班406811.951012～15t光轮压路机台班461295.9127人工工日117.0119～16t轮胎式压路机台班544257.9828126000L以内洒水汽车台班671431.68291390kW以内自行式平地机台班443701.193014200t/h以内稳定土厂拌设备台班506911.8131155t以内汽车式起重机台班569439.28321620t以内汽车式起重机台班698984.15331740t以内汽车式载重机台班7021921.8534编制:复核：填表讲明：本表预算单价要紧由“材料预算单价计算表”（09表）转来。分项工程预算表编制范围：某都市次干道工程名称：路基工程第1页共26页08表编号工程项目清表合计工程细目推土机推挖表土装载机装表土自卸汽车配合装载机运表土定额单位100m1000m1000m3工程数量148.2314.82314.823定额表号1-1-111-12-91-13-7工、料、机名称单位单价（元）定额数量金额（元）定额数量金额（元）定额数量金额（元）定额数量金额（元）数量金额（元）1人工工日17.00.574.11260.074.11260.02135kw以内履带式推土机台班811.950.229.624071.129.624071.133m台班646.491.7225.516485.525.516485.548t以内自卸汽车台班439.461.8327.111920.827.111920.85定额直接费元1.016424309.724309.7105315608.615608.675311161.711161.751080.0651080.066人工费元1260.012607材料费元08机械费元24071.116485.511920.852477.49直接工程费元25331.116485.511920.853737.410其他直接费元3.5%886.59576.99417.231880.8111间接费元4.04%1059.19689.32498.462246.9712直接费间接费合计元27276.8817751.8112836.4957865.18编制：复核：填表讲明：1.本表按具体分项工程项目数量、对应概（预）算定额子目填写，单价由07表转来，金额=工、料、机各项的单价定额×数量。2.其他间接费、现场经费按相应项目定额基价×规定费率计算。3.间接费按相应定额基价+其他直接费+现场经费三项之和乘以间接费率计算。分项工程预算表编制范围：某都市次干道工程名称：路基工程第2页共26页08表编号工程项目清淤合计工程细目挖掘机挖装淤泥自卸汽车配合挖掘机运淤泥定额单位1000m1000m工程数量26.6826.68定额表号1-3-11-11-7工、料、机名称单位单价（元）定额数量金额（元）定额数量金额（元）定额数量金额（元）数量金额（元）1人工工日17.010266.84535.6266.84535.6275kw以内履带式推土机台班523.292.3362.1632527.762.1632527.730.6m3台班427.367186.7679813.7186.7679813.748t以内自卸汽车台班439.461.8348.8221456.448.8221456.45定额直接费2103865.275320090.2420090.24123955.4123955.46人工费元266.84535.600266.84535.67材料费元0000008机械费元248.9211234148.8221456.4297.74133797.49直接工程费元11687721456.4138333.410其他直接费元3.5%4090.7750.974841.6711间接费元4.04%4887.09897.185784.2712直接费间接费合计元12585423104.55148959.35编制：复核：填表讲明：1.本表按具体分项工程项目数量、对应概（预）算定额子目填写，单价由07表转来，金额=工、料、机各项的单价定额×数量。2.其他间接费、现场经费按相应项目定额基价×规定费率计算。3.间接费按相应定额基价+其他直接费+现场经费三项之和乘以间接费率计算。分项工程预算表编制范围：某都市次干道工程名称：路基工程第3页共26页08表编号工程项目路堑挖土合计工程细目挖掘机挖装土方自卸汽车配合运输定额单位1000m1000m工程数量14.5914.59定额表号1-10-51-10-工、料、机名称单位单价（元）定额数量金额（元）定额数量金额（元）定额数量金额（元）定额数量金额（元）数量金额（元）1人工工日17.0572.951240.1572.951240.15275kw以内履带式推土机台班469.291.1717.18948.317.18948.330.6m3台班427.363.551.136261.951.136261.948t以内自卸汽车台班439.4614.03204.7089956.455定额直接费元1194828421.328421.3577384228.0728421.328421.36人工费元1240.1572.951240.157材料费元0008机械费元45210.284228.0767.245210.29直接工程费元46450.3584228.07130678.410其他直接费元3.5%1625.762947.984573.7411间接费元4.04%1942.273521.915464.1812直接费间接费合计元50018.3890697.96140716.3编制：复核：填表讲明：1.本表按具体分项工程项目数量、对应概（预）算定额子目填写，单价由07表转来，金额=工、料、机各项的单价定额×数量。2.其他间接费、现场经费按相应项目定额基价×规定费率计算。3.间接费按相应定额基价+其他直接费+现场经费三项之和乘以间接费率计算。分项工程预算表编制范围：某都市次干道工程名称：路基工程第4页共26页08表编号工程项目路堑挖石合计工程细目人工开炸石方装载机装石自卸汽车配合装载机运石定额单位100m1000m1000m工程数量291.8729.18729.187定额表号1-17-31-12-81-13-7工、料、机名称单位单价（元）定额数量金额（元）定额数量金额（元）定额数量金额（元）数量金额（元）1人工工日1738.911353.7193013.611353.7193013.62钢钎kg16.142583.79421.6583.79421.63硝铵炸药kg18.55154378.181212.84378.181212.84导火线米15.323811091.116991511091.11699155一般雷管个15.1230875.61132392.2875.61132392.26煤t216.480.0195.51200.55.51200.572m3以内轮胎式装载机台班527.13.66106.856294.3106.856294.388t以内自卸汽车台班439.461.8353.423467.253.423467.29定额直接费元1.01974576151.4576151.4182353207.953207.975321977.821977.8651337.1651337.110人工费元11353.7193013.6000011353.7193013.611材料费元16934.01394142.1000016934.01394142.112机械费元00106.856294.353.423467.2160.279761.513直接工程费元587155.756294.323467.2666917.214其他直接费元3.79%22253.22133.55889.4125276.1615间接费元4.03%24559.182354.64981.5727895.3916直接费间接费合计元633968.0860782.4925338.18720088.8 分项工程预算表编制范围：某都市次干道工程名称：路基工程第5页共26页08表编号工程项目路基填方合计工程细目推土机推土装载机装土自卸汽车配合装载机运土方机械碾压路基定额单位1000m1000m1000m1000m工程数量41.9161.761.7103.61定额表号1-14-21-12-21-11-7工、料、机名称单位单价（元）定额数量金额（元）定额数量金额（元）定额数量金额（元）定额数量金额（元）数量金额（元）1人工工日17.05209.553562.353310.835284.11520.388846.46275kw以内履带式推土机台班469.293.19133.762740.74133.762740.7432m3以内轮胎式装载机台班527.12.22137721991377219948t以内自卸汽车台班439.4646.612875.841263816.62875.841263816.65120kW以内自行式平地机台班957.951.43148.1623141932.1148.162141932.166~8t光轮压路机台班213.221.83189.606340427.86189.60640427.86712~15t光路压路机台班295.918.52882.7572261216.7882.757261216.78定额直接费元1.0135456746.145674626824.213554718681.6718681.63704383771.44383771.412274391166023.39人工费元3562.355284.118846.4610材料费元11机械费元62740.74721991263816.6443576.66184233312直接工程费元66303.09721991263816.6448860.77185117913其他直接费元3.5%2320.612526.9744233.5815710.164791.2614间接费元4.04%2772.403018.9352845.2318768.777405.2615直接费间接费合计元71396.177744.91360895.4483339.61993376编制：复核：填表讲明：1.本表按具体分项工程项目数量、对应概（预）算定额子目填写，单价由07表转来，金额=工、料、机各项的单价定额×数量。2.其他间接费、现场经费按相应项目定额基价×规定费率计算。3.间接费按相应定额基价+其他直接费+现场经费三项之和乘以间接费率计算。分项工程预算表编制范围：某都市次干道工程名称：路面工程第6页共26页08表编号工程项目4%基层稳定土厂拌运输及铺筑合计工程细目稳定土厂拌设备拌和自卸汽车运输混合料基层混合料铺筑定额单位1000m1000m1000m工程数量12.8912.8912.89定额表号2-12-112-12-532-12-72工、料、机名称单位单价（元）定额数量金额（元）定额数量金额（元）定额数量金额（元）数量金额（元）1人工工日17.020.8268.14557.97.191.51903.6359.66461.52325号水泥t322.6613.733177.057116.7177.057116.73水m30.524309.4154.7309.4154.74砂砾土m331.52199.762574.981161.02574.981161.052m3以内轮胎式装载机台班527.100.8410.85692.710.85692.76200t/h以内稳定土厂拌设备台班911.810.395.04559.15.04559.178t以内自卸汽车台班439.462.2228.612568.628.612568.6890kW以内自行式平地机台班701.190.587.55258.97.55258.996～8t光轮压路机台班213.220.182.3490.42.3490.41012～15t光轮压路机台班295.911.519.35711.119.35711.1116000L以内洒水汽车台班431.680.45.22244.75.22244.712定额直接费元9003116048.791311768.6107313831.0141648.313人工费元4557.91903.66461.514材料费元138432.4138432.415机械费元10251.812568.623956.946777.316直接工程费元153242.112568.625860.5191671.217其他直接费元4.7%7202.38590.721215.449008.5418间接费元3.96%6353.60521.111072.217946.92分项工程预算表编制范围：某都市次干道工程名称：路面工程第7页共26页08表编号工程项目4%基层稳定土厂拌运输及铺筑合计工程细目稳定土厂拌设备拌和自卸汽车运输混合料基层混合料铺筑定额单位1000m1000m1000m工程数量12.8912.8912.89定额表号2-12-112-12-532-12-72工、料、机名称单位单价（元）定额数量金额（元）定额数量金额（元）定额数量金额（元）定额数量金额（元）数量金额（元）19直接费间接费合计元166798.113680.4328148.15208626.7编制：复核：填表讲明：1.本表按具体分项工程项目数量、对应概（预）算定额子目填写，单价由07表转来，金额=工、料、机各项的单价定额×数量。2.其他间接费、现场经费按相应项目定额基价×规定费率计算。3.间接费按相应定额基价+其他直接费+现场经费三项之和乘以间接费率计算。分项工程预算表编制范围：某都市次干道工程名称：路面工程第8页共26页08表编号工程项目6%基层稳定土厂拌运输及铺筑合计工程细目稳定土厂拌设备拌和自卸汽车运输混合料基层混合料铺筑定额单位1000m1000m1000m工程数量12.8912.8912.89定额表号2-12-112-12-532-12-72工、料、机名称单位单价（元）定额数量金额（元）定额数量金额（元）定额数量金额（元）数量金额（元）1人工工日17.020.8268.14557.97.191.51903.6359.66461.52325号水泥t322.6613.733177.057116.7177.057116.73水m30.524309.4154.7309.4154.74砂砾土m331.52199.762574.981161.02574.981161.052m3以内轮胎式装载机台班527.100.8410.85692.710.85692.76200t/h以内稳定土厂拌设备台班911.810.395.04559.15.04559.178t以内自卸汽车台班439.462.2228.612568.628.612568.6890kW以内自行式平地机台班701.190.587.55258.97.55258.996～8t光轮压路机台班213.220.182.3490.42.3490.41012～15t光轮压路机台班295.911.519.35711.119.35711.1116000L以内洒水汽车台班431.680.45.22244.75.22244.712定额直接费元9003116048.791311768.6107313831.0141648.313人工费元4557.91903.66461.514材料费元138432.4138432.415机械费元10251.812568.623956.946777.316直接工程费元153242.112568.625860.5191671.217其他直接费元4.7%7202.38590.721215.449008.5418间接费元3.96%6353.60521.111072.217946.92分项工程预算表编制范围：某都市次干道工程名称：路面工程第9页共26页08表编号工程项目6%基层稳定土厂拌运输及铺筑合计工程细目稳定土厂拌设备拌和自卸汽车运输混合料基层混合料铺筑定额单位1000m1000m1000m工程数量12.8912.8912.89定额表号2-12-112-12-532-12-72工、料、机名称单位单价（元）定额数量金额（元）定额数量金额（元）定额数量金额（元）定额数量金额（元）数量金额（元）19直接费间接费合计元166798.113680.4328148.15208626.7编制：复核：填表讲明：1.本表按具体分项工程项目数量、对应概（预）算定额子目填写，单价由07表转来，金额=工、料、机各项的单价定额×数量。2.其他间接费、现场经费按相应项目定额基价×规定费率计算。3.间接费按相应定额基价+其他直接费+现场经费三项之和乘以间接费率计算。分项工程预算表编制范围：某都市次干道工程名称：路面工程第10页共26页08表编号工程项目稳定土厂拌设备安装拆除合计工程细目稳定土厂拌设备安装拆除定额单位1座工程数量1定额表号2-13-1工、料、机名称单位单价（元）定额数量金额（元）定额数量金额（元）定额数量金额（元）定额数量金额（元）数量金额（元）1人工工日17.064264210914642109142铁件kg4.533535158.635158.63325号水泥t322.6636.0936.0911644.836.0911644.84水m30.515115175.515175.55中(粗)砂m340.69120.6120.64907.2120.64907.26片石m337.67172.48172.486497.3172.486497.37碎石(4cm)m341.5625.1325.131044.425.131044.48块石m365.34156.71156.7110239.4156.7110239.49250L以内强制及反转式搅拌机台班143.332.362.36338.32.36338.3105t以内汽车式起重机台班439.2819.9219.928750.519.9219.921120t以内汽车式起重机台班984.153.323.323267.43.323.3212定额直接费元46315463154631513人工费元109141091414材料费元34567.234567.215机械费元12356.212356.216直接工程费元57837.457837.4分项工程预算表编制范围：某都市次干道工程名称：路面工程第11页共26页08表编号工程项目稳定土厂拌设备安装拆除合计工程细目稳定土厂拌设备安装拆除定额单位1座工程数量1定额表号2-13-1工、料、机名称单位单价（元）定额数量金额（元）定额数量金额（元）定额数量金额（元）定额数量金额（元）数量金额（元）17其他直接费元5.69%3290.953290.9518间接费元5.42%3313.163313.1619直接费间接费合计元64441.5164441.51编制：复核：填表讲明：1.本表按具体分项工程项目数量、对应概（预）算定额子目填写，单价由07表转来，金额=工、料、机各项的单价定额×数量。2.其他间接费、现场经费按相应项目定额基价×规定费率计算。3.间接费按相应定额基价+其他直接费+现场经费三项之和乘以间接费率计算。分项工程预算表编制范围：某都市次干道工程名称：路面工程第12页共26页08表编号工程项目6cm厚沥青混凝土厂拌运输及铺筑合计工程细目沥青混合料拌和设备拌和自卸汽车运输沥青混合料沥青混合料铺筑定额单位100m100m100m工程数量4.194.194.19定额表号2-25-242-25-432-25-61工、料、机名称单位单价（元）定额数量金额（元）定额数量金额（元）定额数量金额（元）定额数量金额（元）数量金额（元）1人工工日17.017.975.01275.08.836.9627.3111.91902.32石油沥青t1447.0412.4452.1753952.175393砂m338.1835.8150.05727.1150.05727.14矿粉t109.429.9941.94584.741.94584.75石屑m332.4241.21172.75598.9172.75598.96路面用碎石(1.5cm)m329.6524.73103.63072.3103.63072.37路面用碎石(2.5cm)m329.6532.97138.14094.7138.14094.78路面用碎石(3.5cm)m329.6524.73103.63072.3103.63072.392m3以内轮胎式装载机台班527.101.094.62424.74.62424.710100t/h以内电动沥青拌设备台班8620.860.552.319866.82.319866.8114t以内自卸汽车台班439.460.492.1922.92.1922.9122t/h以内工业锅炉台班853.430.883.73157.73.73157.71312t以内自卸汽车台班692.713.7215.610806.315.610806.3146～8t光轮压路机台班213.221.14.6982.74.6982.71512～15t光轮压路机台班295.910.833.51035.73.51035.7166m以内自找平沥青摊铺机台班1637.630.552.33773.92.33773.9179～16t轮胎式压路机台班257.980.552.3593.42.3593.418其他材料费1.168.133.939.333.939.3分项工程预算表编制范围：某都市次干道工程名称：路面工程第13页共26页08表编号工程项目6cm厚沥青混凝土厂拌运输及铺筑合计工程细目沥青混合料拌和设备拌和自卸汽车运输沥青混合料沥青混合料铺筑定额单位100m100m100m工程数量4.194.194.19定额表号2-25-242-25-432-25-61工、料、机名称单位单价（元）定额数量金额（元）定额数量金额（元）定额数量金额（元）定额数量金额（元）数量金额（元）19定额直接费元29313122821.522149276.714896238.9138337.120人工费元1275.0627.31902.321材料费元26561.326561.322机械费元26372.110806.36385.753564.123直接工程费元54208.410806.3701372027.724其他直接费元4.7%2547.79507.90329.613385.325间接费元3.96%2247.55448.04290.772986.3626直接费间接费合计元59003.7411762.247633.3878399.36编制：复核：填表讲明：1.本表按具体分项工程项目数量、对应概（预）算定额子目填写，单价由07表转来，金额=工、料、机各项的单价定额×数量。2.其他间接费、现场经费按相应项目定额基价×规定费率计算。3.间接费按相应定额基价+其他直接费+现场经费三项之和乘以间接费率计算。分项工程预算表编制范围：某都市次干道工程名称：路面工程第14页共26页08表编号工程项目5cm厚沥青混凝土厂拌运输及铺筑合计工程细目沥青混合料拌和设备拌和自卸汽车运输沥青混合料沥青混合料铺筑定额单位100m100m100m工程数量3.493.493.49定额表号2-25-272-25-432-25-61工、料、机名称单位单价（元）定额数量金额（元）定额数量金额（元）定额数量金额（元）定额数量金额（元）数量金额（元）1人工工日17.017.862.11056.19.633.5569.695.61625.72石油沥青t1447.0414.9152.075246.152.075246.13砂m338.1847.03164.16266.7164.16266.74矿粉t109.4217.2660.26587.160.26587.15石屑m332.4248.74170.15514.7170.15514.76路面用碎石(2.5cm)m329.6556.86198.45882.6198.45882.672m3以内轮胎式装载机台班527.101.093.82005.13.82005.18100t/h以内电动沥青拌设备台班8620.860.551.916379.61.916379.694t以内自卸汽车台班439.460.491.7751.51.7751.5102t/h以内工业锅炉台班853.430.873.02560.33.02560.31112t以内自卸汽车台班626.713.7213.08147.213.08147.2126～8t光轮压路机台班213.221.13.8810.23.8810.21312～15t光轮压路机台班295.910.832.9858.12.9858.1146m以内自找平沥青摊铺机台班1637.630.551.93111.51.93111.5159～16t轮胎式压路机台班257.980.551.9490.21.9490.216其他材料费1.169.733.939.333.939.317定额直接费元33249116039.022147726.915015238.5129004.4分项工程预算表编制范围：某都市次干道工程名称：路面工程第15页共26页08表编号工程项目5cm厚沥青混凝土厂拌运输及铺筑合计工程细目沥青混合料拌和设备拌和自卸汽车运输沥青混合料沥青混合料铺筑定额单位100m100m100m工程数量3.493.493.49定额表号2-25-272-25-432-25-61工、料、机名称单位单价（元）定额数量金额（元）定额数量金额（元）定额数量金额（元）定额数量金额（元）数量金额（元）18人工费元1056.1569.61625.719材料费元99518.599536.520机械费元21696.58147.25270.035113.721直接工程费元122271.18147.25839.6136275.922其他直接费元4.7%5746.74382.92274.464878.723间接费元3.96%5069.51337.79242.125843.824直接费间接费合计元133087.48867.916356.18148311.58867.916356.18编制：复核：填表讲明：1.本表按具体分项工程项目数量、对应概（预）算定额子目填写，单价由07表转来，金额=工、料、机各项的单价定额×数量。2.其他间接费、现场经费按相应项目定额基价×规定费率计算。3.间接费按相应定额基价+其他直接费+现场经费三项之和乘以间接费率计算。分项工程预算表编制范围：某都市次干道工程名称：路面工程第16页共26页08表编号工程项目4cm厚沥青混凝土厂拌运输及铺筑合计工程细目沥青混合料拌和设备拌和自卸汽车运输沥青混合料沥青混合料铺筑定额单位100m100m100m工程数量2.792.792.79定额表号2-25-312-25-432-25-61工、料、机名称单位单价（元）定额数量金额（元）定额数量金额（元）定额数量金额（元）定额数量金额（元）数量金额（元）1人工工日17.017.849.7844.313.437.4635.687.11479.92石油沥青t1447.0416.6246.467142.746.467142.73砂m338.1861.42171.46542.6171.46542.64矿粉t109.4219.4954.45949.954.45949.95石屑m332.4220.8758.21887.758.21887.76路面用碎石(1.5cm)m329.6567.45188.25579.7188.25579.77其他材料费元1.1616.144.952.144.952.182m3以内轮胎式装载机台班527.101.083.01588.33.01588.39100t/h以内电动沥青拌和设备台班8620.860.551.519843.11.519843.1104t以内自卸汽车台班439.460.491.4615.21.4615.2112t/h以内工业锅炉台班853.430.872.42048.22.42048.21212t以内自卸汽车台班626.713.7210.46517.810.46517.8136～8t光轮压路机台班213.221.13.1661.03.1661.01412～15t光轮压路机台班295.910.832.3680.62.3680.6156m以内自找平沥青摊铺机台班1637.630.551.52456.41.52456.4169～16t轮胎式压路机台班257.980.551.5387.01.5387.017定额直接费元3563899430.022146177.115624358.0109965.1分项工程预算表编制范围：某都市次干道工程名称：路面工程第17页共26页08表编号工程项目4cm厚沥青混凝土厂拌运输及铺筑合计工程细