道路工程预算书

工程名称:建设地点:施工单位:建设单位工程规模:工程类别:工程造价:单方造价:建设(监理)单位:施工(编制)单位:技术负责人:技术负责人:审核资格人印章:审核资格人印章:编制日期：编制日期：道路工程工程预算书{工程类型}763,607.990.00序号费用代号费率代号费率(%)费用金额一A531389.09A1122355.82A2370713.7A338319.57（一）B479061.7B1114521.35B2329876.84B21329087.03B220.24789.81B334663.51（二）C52327.39C1c52327.39C1a7834.47C1b40836.86C1b140739.09C1b20.2497.77C1c3656.06C2C2aC2bC2b1C2b20.24C2c二Dd23.5137774.78三Ee46427.02四Ff4352613G91262.29G180363.31工程名称：道路工程第1页共2页费用项目名称计算式道路工程费用计算表材料费A2=B2+C1b+C2b机械费A3=B3+C1c+C2c直接费A=B+C其中：人工费A1=B1+C1a+C2a材料费材料直接费直接工程费B=B1+B2+B3其中：人工费措施费C=C1+C2费率措施费C1=(B1+B3)*c检验试验费　　　机械费材料直接费检验、试验测定费其中：人工费材料费其中：人工费材料费　　　机械费定额措施费C2=C2a+C2b+C2c　　　机械费间接费D=(A1+A3)*d材料直接费检验、试验测定费材料价差G=G1+G2其中：一类材差按实物法调差规定计算利润E=(A1+A3)*e人工费调整F=A1*f序号费用代号费率代号费率(%)费用金额G2g22.9410898.98Hh3312645.46五J5816.45J1j10J2j20J3j30.22353.49J4j40.4642.7J5j534820.26六Mm3.4825679.9七N763607.99道路工程费用计算表工程名称：道路工程第2页共2页机械费调整H=A3*h规费J=J1+J2+J3+J4+J5费用项目名称计算式二类材差G2=A2*g2工程排污费J3=(A1+A3)*j3危险作业意外伤害保险J4=(A1+A3)*j4社会保障费J1=A1*j1住房公积金J2=A1*j2工程造价N=A+D+E+F+G+H+J+M企业可持续发展基金J5=(A1+A3)*j5税金M=(A+D+E+F+G+H+J)*m188371.6635293.67124721.2612-49100m223.32391.49127.45391.49127.4522-47100m222.26101.322255.388.34185.6592.9832-78100m222.261259.2728031.35114.642551.89920.3420486.77224.2942-81*10[换]100m222.26563.412541.2841.7928.24463.210310.8358.552-113100m222.26226.835049.2493.12072.41133.7362-114*10[换]100m222.2673.41633.8864.81442.458.672-29610m342.4280.1211877.099.66409.58270.4682-276100m221.24365.0892539.7713.3315122.63456.0573268.26195.792-28510m57.536.682109.114.82852.150.8649.4521102-286100m221.2394.928372.333.81716.77361.117655.53112-289100m221.2114.192420.8323.16490.9991.031929.84122-330m31.526188.7328835.4354.07153.3233.94132-313100m4.242859.9212126.06315.91339.422544.0210786.6472103.1239654.8626141.5178224.2711-651000m30.57243800.582175.451857.91063.461942.68道路工程预算表单位工程量基价合价人工材料机械主材设备工程名称:道路工程第1页总3页序号定额编码项目名称单价合价单价合价单价合价单价合价路床整形路床碾压检验2069.73石灰稳定土基层拌合机拌合厚度20cm含灰量(%)144992.7一、道路工程28356.75混凝土路面：路床整形整修边坡集中拌合、铺筑石灰:土:砂砾基层(5:15:80)铺筑碾压每增减1cm子目乘以系数10191.44集中拌合水泥混凝土运输5km以内11467.5石灰稳定土基层拌合机拌合厚度每增减1cm含灰量(%)14子目乘以系数101302.21集中拌合、铺筑石灰:土:砂砾基层(5:15:80)铺筑碾压厚20cm2976.83道路嵌缝水泥混凝土路面养生塑料膜养护水泥混凝土路面集中拌合厚度(cm)204148.84锯缝机锯缝每延长米1207.5二、管道工程6306.76雨水管道：反铲挖掘机挖1111.99侧缘石垫层人工铺装混凝土垫层侧缘石安砌混凝土侧缘石长度50cm26-40910m311.448907.2810386.54386.984430.15464.495317.4855.8136-5100m2.121591.13373.131185.032512.2646.1797.88359.95025.610654.27ZC001F@1m344.392824010654.2746-74100m2.12792.721680.57792.721680.573019964021.88WC0891F@1m214.1229964021.8851-128100m35.724477.532733.38319.611829.45157.9266-34710m30.28707.58198.12522.54146.3110.052.81174.992448685.44ZC001F@1m32.856240685.4476-37010套1.4229.73321.62128.21179.49101.52142.137469.110456.74SZ4250F套14746.9110456.7484-10910m31.752465.294314.26695.261216.711699.952974.9170.0891-2100m30.7756.41529.49756.41529.49104-12610m31.488352.26524.16352.26524.16114-11610套1.32141.982784.57159.8207.741982.182576.83126-1100m2.12709.221503.55556.651180.114.5830.91137.9919324095.84ZC001F@1m317.0662404095.84136-69100m2.12284.5603.14284.5603.147687.516297.5BZ0038F@1m217.37516297.5141-119100m30.475920.29437.14918.99436.521.30.62道路工程预算表工程名称:道路工程第2页总3页基价合价人工序号定额编码项目名称单位材料机械主材设备单价合价单价合价单价合价单价平接(企口)式管道基础(120°)管径(mm以内)700762.99混凝土合价土不装车三类土垫层3:7灰土638.91工程量机械填土夯实槽、坑903.93检查井：混凝土49混凝土管道铺设人工下管管径(mm以内)700钢筋混凝土管铸铁井盖井座非定型井砌筑、抹灰、井盖座安装砌筑、勾缝、抹灰砌砖圆形122.64混凝土检查井安装铸铁井盖、座雨水井井蓖、座铸铁平接(企口)式管道基础(120°)管径(mm以内)300292.54雨水支管道：人工挖一般土方三类土砖砌雨水井深3m以内钢筋混凝土管人工填土夯实槽、坑混凝土雨水管道铺设人工下管管径(mm以内)200156-355100m20.281047.58293.32545.95152.87472.15132.229.48161-2100m34.8756.413630.77756.413630.77176-40910m37.2907.286532.42386.982786.26464.493344.3355.81186-70100m4.8361.531735.34361.531735.3411867.556964WC0851F@1m484.8117.556964191-119100m34.8920.294417.39918.994411.151.36.24206-1100m4.8709.223404.26556.652671.9214.5869.98137.9919329273.6ZC001F@1m338.642409273.6214-10910m31.752465.294314.26695.261216.711699.952974.9170.08224-11610套0.72141.981499.39159.8111.861982.181387.53231-651000m30.33800.581140.171857.9557.371942.68246-40910m36907.285443.68386.982321.88464.492786.9455.81252-610m31.56459.31716.521.852.89413.28644.7244.18261-119100m32.922920.292689.09918.992685.291.33.8277-107100m2.1192.1403.4190.86190.816.2313.0895.0127505775WC2010F@1m21027.55775284-10910m30.6222465.291533.41695.26432.451699.951057.3770.08294-11610套1.32141.982784.57159.8207.741982.182576.83260474.7874948.53150862.76178224.27序号定额编码项目名称单位道路工程预算表工程名称:道路工程第3页总3页单价合价单价合价单价工程量基价合价人工合价抹灰雨水井内侧8.25污水管道：人工挖一般土方三类土材料机械主材设备单价合价钢筋混凝土管污水管道填土夯实污水管道垫层3:7灰土401.83混凝土管道铺设人工下管管径(mm以内)300污水井砌筑、抹灰、井盖座安装砌筑、勾缝、抹灰砌砖圆形122.64污水井井蓖、座铸铁污水管道平接(企口)式管道基础(120°)管径(mm以内)300662.35混凝土给水管天然砂砾垫层68.92人工填土夯实槽、坑给水管道：反铲挖掘机挖土不装车三类土582.8垫层3:7灰土334.86非定型井砌筑、抹灰、井盖座安装砌筑、勾缝、抹灰砌砖圆形43.59雨水井井蓖、座铸铁塑料管安装对接熔接管外径(mm以内)110199.52中密度聚氯乙烯管合计34663.511项（人工费+机械费）*费率13948.782项（人工费+机械费）*费率2953.863项（人工费+机械费）*费率2163.184项（人工费+机械费）*费率6191.175项（人工费+机械费）*费率4550.146项（人工费+机械费）*费率238.77项（人工费+机械费）*费率8项（人工费+机械费）*费率9项（人工费+机械费）*费率6041.9910项（人工费+机械费）*费率4102.5811项（人工费+机械费）*费率1163.6412项（人工费+机械费）*费率4684.413项（人工费+机械费）*费率14项（人工费+机械费）*费率15项（人工费+机械费）*费率16项（人工