交叉口工程量计算表（Excel模板）

交叉设置及 工程 路基工程安全技术交底工程项目施工成本控制工程量增项单年度零星工程技术标正投影法基本原理 数量一览表沁阳紫陵至焦巩黄河公路大桥施工 设计 领导形象设计圆作业设计ao工艺污水处理厂设计附属工程施工组织设计清扫机器人结构设计 第1页共4页序号中心桩号被交叉公路铁路等级路面类型交叉形式交角（度）工程及设备数量备注被交道原路面填土高度（M）转角部分平均填土高度（M）转角半径R1转角部分面积A1转角半径R2转角部分面积A2总转角面积2*A1+2*A2交叉类型被交道路面宽度土方边沟涵尺寸（米）土方（m3)石灰土（m2）二灰土（m2）沥青表处（m2）水泥稳定碎石（m2）粗粒式沥青混凝土（m2)中粒式沥青混凝土（m2)路缘石（m3)侧缘石（m3)占地（m2)占地石灰土（m2）水泥稳定碎石（m2）沥青表处（m2）路缘石（m3)边沟涵尺寸（米）1K0+000二级路沥青砼路面渠化交通岛116211328.121849.741849.741849.743.951849.74焦克路101.128100660.21451189.533699.492171849.744141328.121849.741849.741849.743.9520.912K0+743县乡道沥青砼路面加铺转角13012484.30829.35934.33919.34-0.19820.85紫陵——济源20.2271156.6820403.74820.8517.5820.8459826484.30829.35919.34934.33-0.1911.793K2+370县乡道土路加铺转角9022379.39856.99996.97976.97-0.23107.06通往王村31.3351.292085.651021.41214.12220107.06379.39856.99976.97996.97-0.2322.004K3+564机耕路土路加铺转角956399.80469.50525.49517.491.53125.53沁伏路41.52.3331225.071237.69125.5314125.5333464399.80469.50517.49525.491.536.025K4+104机耕路土路加铺转角958794.17841.46925.45913.451.21125.53葛村——大潘村522.7091225.071237.69125.5316125.5333464794.17841.46913.45925.451.218.026K5+216机耕路土路加铺转角50101277.011173.811257.801245.80-0.37657.86葛村——小潘村61.51.9918327.0381.90657.8616657.85938471277.011173.811245.801257.80-0.379.837K5+665县乡道沥青砼路面加铺转角908788.71932.811016.801004.802.24310.47葛村——南西村71.7661.76625133.831021.41310.4716310.474788.71932.811004.801016.802.248.008K6+196县乡道沥青砼路面环形交叉1212855.89709.431024.40979.40-4.200.00在郜庄镇内80.6831.050.000.000.00122.5055.89709.43979.401024.40-4.2028.259K7+306.5县乡道沥青砼路面加铺转角12091032.171138.161222.151210.151.18571.41新济路91.6271.6981512.0220273.68571.4116571.41226721032.171138.161210.151222.151.188.9310K7+627机耕路沥青砼路面加铺转角1007389.81506.48576.47566.471.14119.85从义——柏香101.372.3811014.051245.87119.8515119.8513609389.81506.48566.47576.471.147.0811K7+740县乡道沥青砼路面加铺转角908147.47342.22384.21378.211.12155.24从义——柏香111.1451.0121021.4125133.83310.4726155.237147.47342.22378.21384.211.128.0012K8+480.5机耕路沥青砼路面加铺转角907398.33454.30524.29514.291.39123.33从义——柏香121.2032.791230.831230.83123.3315123.33312398.33454.30514.29524.291.397.0013K8+650村内路水泥砼路面加铺转角908302.73390.59432.59426.590.4342.82从义——柏香131.9491.9491021.411021.4185.652642.824302.73390.59426.59432.590.438.0014K8+736村内路水泥砼路面加铺转角90863.00204.41246.40240.400.4342.82141.0181.0181021.411021.4185.652642.82463.00204.41240.40246.400.438.0015K10+964村内路水泥砼路面加铺转角90875.49200.81242.80236.800.4342.821511.361021.411021.4185.652642.82475.49200.81236.80242.800.438.0016K11+200村内路水泥砼路面加铺转角908566.74518.58560.57554.570.4342.82162.5892.5581021.411021.4185.652642.824566.74518.58554.57560.570.438.0017K11+744二级路水泥砼路面环形交叉812412.01481.02788.99744.99-3.560.00170.5382.050.000.000.00122012.01481.02744.99788.99-3.5624.2718K12+935县乡道沥青砼路面加铺转角909143.76238.06287.06280.061.04155.24180.5651.3181021.4125133.83310.4727155.237143.76238.06280.06287.061.049.0019K13+296县乡道水泥砼路面加铺转角609389.38767.39851.38839.391.18571.41190.71.06220273.681512.02571.4116571.4122672389.38767.39839.39851.381.188.9320K13+800机耕路水泥砼路面加铺转角707202.51361.78431.78421.780.93152.47200.8381.5381267.34108.90152.4715152.4703736202.51361.78421.78431.780.937.3221K14+046村内路水泥砼路面加铺转角13011419.05998.961096.951082.95-0.58657.86洛常路210.9410.94781.9018327.03657.8617657.8593847419.05998.961082.951096.95-0.5811.1422K14+131.5机耕路沥青砼路面加铺转角507453.19389.06417.05413.050.02328.93220.6611.77518327.0381.90657.8624328.9296924453.19389.06413.05417.050.027.2223K14+847机耕路沥青砼路面加铺转角608172.07354.26389.25384.250.36225.10230.9851.05218221.6883.42450.2125225.1038389172.07354.26384.25389.250.367.7724242525262728新孟路2930合计10275.1115009.1516982.9516700.989.880.007229.19编制：复核：审核：总页次