1、个人收集整理 仅供个人学习参考定额编号定额名称单位工程量基价合价人工费机械费说明01010人工平整场地100m26.29128.25806.82806.820.0001003人工 挖沟槽、基坑深2.0m内 普通土100m33.19762.392437.362437.360.0001011回填土 人工夯填100m32.12772.701640.441229.6410.8403011综合脚手架 多层(层高3.6m内)檐高30m内100m227.34843.7423073.767617.783230.2303021层高超过3.6m增人、材、机(层高4.5米内)100m21.56491.42766.6
2、2458.5243.0904001砖基础 水泥M7.510m39.091706.0915511.772217.45158.4704004砖墙 墙厚1砖 混合M1010m324.591935.747598.867789.623836.5304004砖墙 墙厚1砖 混合M7.510m322.311914.3342710.627067.683480.9604004砖墙 墙厚1砖 *混合M510m346.611895.4588346.9314765.127272.0904026零星砌体 混合M1010m30.832169.721811.72378.34190.7905007独立基础 有筋砼 *现浇C2
3、0砾4010m31.192278.072731.40396.82157.3805026矩形柱 断面周长1.2m内 现浇C30砾4010m30.085457.23452.95128.6545.5105027矩形柱 断面周长1.8m内 现浇C30砾4010m30.374438.891677.90445.23163.8305028矩形柱 断面周长2.4m内 现浇C30砾4010m30.213882.08838.53210.7280.2805032构造柱 *现浇C20砾4010m32.184008.918747.452683.58782.0105048基础梁 *现浇C20砾4010m31.353576
4、.144827.801197.05217.3805049单梁、连续梁、悬臂梁 *现浇C20砾4010m32.244209.029432.422858.131071.4205050圈梁、过梁 *现浇C20砾4010m34.975110.1225412.637539.622059.6205056有梁板 板厚15cm内 现浇C30砾4010m33.674163.9915298.503524.81703.8905055有梁板 板厚10 cm内 *现浇C20砾4010m32.774213.7711676.363036.771430.9205060平板、无梁板 板厚10cm *现浇C20砾4010m35.
5、514400.5224282.076386.423024.4705067楼梯段 整体式 *现浇C20砾4010m37.881506.4311870.672822.221211.7905071雨篷(普通) *现浇C20砾4010m31.7611360.6720085.663977.541643.9205073屋面钢丝网砼 现浇C30砾2010m31.104193.844646.78739.96371.505095预制 过梁 *附属C20砾4010m32.313000.796931.821450.31495.1905118预制 栏杆,栏板 砖栏板10m17.07710.4112126.702397.651395.13本页小计:385744.5484563.7634477.2415 / 3
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