建筑工程预算书.doc

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1、建筑工程预算书工程名称：XXXXXXXXXXXXXXXXXXXXXXXX建筑面积：378m2序号项目编号项目名称计量单位工程量综合单价合价其中：人+机1010104004004挖掘机土方反铲挖掘机挖土深度1.5m1000m30.4322256.799758512010106001002回填土夯填100m32.341411.99330428843010106001002回填土夯填(室内)100m31.061412.00149713064010101001001平整场地100m23.59127.024563985010401001004带型砼基础混凝土

2、（一）碎石C25-40水泥32.5MPa10m34.292203.44945321346010301001001砖基础水泥砂浆M1010m36.011933.0411617241570103020010091砖混水砖墙10m37.602157.851640080103020010101砖半混水砖墙10m312.722123.85270159A3-126M7.5水泥砂浆*2.36m314.18160.91228241810A3-81/2砖混水砖墙10m30.30.2303.1869820111A3-127M10水泥砂浆*1.95m30.591

3、79.011061812A3-130M7.5水泥砂浆*2.25m317.10172.03294252813A3-130M7.5水泥砂浆*2.4m330.53172.03525294114A3-34台阶挡墙零星砌体10m30.712360.59167653915A3-129M5混合砂浆*2.11m31.498167.472514616010302006002砖砌台阶10m31.39537.5574722319010402001004现浇砼构造柱现场砼混凝土（二）碎石C25-40水凝32.5Mpa10m30.6928411960562200104

4、03005002现浇砼过梁现场砼10m30.042968.4111935.221010403004002现浇砼圈梁现场砼混凝土（二）碎石C25-40水凝32.5Mpa返梁10m30.7842860.57224365022010407001012压顶现场砼混凝土（二）碎石C25-20水泥32.5Mpa10m30.282947.7282624723010403002002现浇砼单梁连续梁（C25）10m31.092545.43277573124010406001002整体直形楼梯现场砼C2510m2投影面3.84760.442920921010405

5、003002现浇砼平板C2510m34.612379.5010970261225010407002002混凝土散水现场砼垫层混凝土三合土碎石1:4:8100m20.525289.77275095426010405008002雨蓬阳台板C30水泥42.510m30.312929.8690827627010410003002预制砼过梁C2010m30.552849.08156741428010407001002小型构件现场砼窗侧壁10m30.173071.0252216529010410003003过梁安装10m30.55520.522861713

6、0010410007002过梁接头灌缝10m30.55261.4214454.331010412008002预制砼地沟盖板C2010m30.433064.19131836532010416001001圆钢筋Φ6.5t33010416001001圆钢筋Φ6三级t34010416001002圆钢筋Φ8三级t35010416001017螺纹钢筋Φ10三级t36010416001018螺纹钢筋Φ12t37010416001019螺纹钢筋Φ14t38010416001020螺纹钢筋Φ16t39010416001021螺纹钢筋Φ18t40010416001022

7、螺纹钢筋Φ20t41010416001023螺纹钢筋Φ22t42010416001031箍筋Φ6一级43010416001031箍筋Φ6三级44010703003002防水砂浆立面45010703003001防水砂浆平面46010901001015炉（矿）渣垫层干铺屋面卫生间47010901001021现浇混凝土垫层不分格C15地面48010901001021现浇混凝土垫层不分格C10基础49010901001021现浇混凝土垫层不分格C10地沟50010902001001水泥砂浆砼或硬基层上20mm51010901001001水泥砂浆砼或硬基层上20m

8、m水泥砂浆1:2.5屋面20mm52010901001002水泥砂浆在填充材料上