城市次干道预算表

总概（预）算表建设项目名称：某城市次干道编制范围：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：某城市次干道编制范围：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：填表说明：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、主要材料、机械台班数量汇总表建设项目名称：某城市次干道编制范围：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普通雷管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、主要材料、机械台班数量汇总表建设项目名称：某城市次干道编制范围：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3.673.67170.6m3内单斗挖掘机台班55.6355.63181m3内单斗挖掘机台班36.9136.91193m3以内轮式装载机台班3.153.15人工、主要材料、机械台班数量汇总表建设项目名称：某城市次干道编制范围：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：填表说明：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，根据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：某城市次干道编制范围：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100m3148.231259.724071.125331.1886.5925055.2824309.71059.191828.01952.8428895.3194.932装载机装表土1000m314.82316485.516485.5576.9915608.615608.6689.321140.85594.6618033.41216.583自卸汽车配合装载机运表土1000m314.82311920.811920.8417.2320574.5811161.7498.361475.11768.8923316.91573.024挖掘机挖装淤泥1000m326.684535.61123411168774090.7120967.7103865.24887.098809.84592.06139256.655219.55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1000m314.5933834.1335002.82520.2037522.9928800.62135.061500.911279.5348351120877推土机推土1000m314.591168.6674668.375836.95460.2681297.1768660.54625.813251.882772.2388822222058人工开炸石方100m3291.8369384.83789471.6115885683437.661242293.6657615170686.5449691.7442362.213375993343999装载机装石1000m329.1886247.9486247.946209.8592457.7969056.45260.83698.33152.14900037250.16建筑安装工程费计算表建筑项目名称：某城市次干道编制范围：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1000m329.18668288.05668288.0548116.74716404.7577318.940763.432865624429810253202563推土机路基推土1000m341.915652.661220484.971226137.6388281.91131441993681674790.4752576448211486608371652装载机装土1000m361.736983.8536983.852662.8439646.6929618.62255.90158513514484011210自卸汽车配合装载机运土方1000m326.78470500.41470500.4133876.03504376.4529708.428699.0220175171995704491426124%稳定土厂拌设备拌和1000m212.893830.06124371.4810327.38138528.929974.081485031034838449.825940506316795641989自卸汽车运输4%混合料1000m212.8948728.817448728.81743508.4752237.2840497.42972.302089.41781.259080.3714770.04%基层混合料铺筑1000m212.8956674.7956674.794080.5860755.379227.83456.982430.22071.568714.3217178.56%稳定土厂拌设备拌和1000m212.893709.43149798.869634.56163142.8511746.29174889.11165129951.196995.55963.7197799.649449.9自卸汽车运输混合料1000m212.8945553.7445553.743279.8748833.6137860.32778.631953.31