六角亭工程预算表---副本.xls

六角亭工程预算表---副本.xls

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单单位位工工程程概概预预算算表表工程名称：

大门亭子工程工程类别：

钢筋混凝土工程第1页/共3页序号定额编码子目名称工程量价值（元）其中（元）单位数量单价合价人工费材料费第一章基础工程11-22人工挖地坑三类土干土深度在2m以内m325.4646.721189.491189.4921-75平整场地10m27.7443.60337.19337.1931-79回填土沟槽（地坑）夯实m320.9441-81原土打夯沟槽（地坑）10m22.559.2623.5821.8051-87基础垫层灰土3:

710m30.252287.89583.41193.93386.3361-94基础垫层混凝土10m30.244904.041158.01312.63829.83分部小计3292.262055.031216.15第二章砌筑工程11-98砖基础m38.10367.992978.87928.902027.31分部小计2978.87928.902027.31第三章现浇钢筋混凝土工程11-143独立基础钢筋混凝土混凝土m31.20498.29747.43123.52613.1321-144独立基础钢筋混凝土钢筋m31.20293.95440.9248.60391.7231-158圆形柱直径30cm以内混凝土m32.38643.471919.14633.141231.7441-160圆形柱钢筋m32.381136.193388.66498.722460.4051-166矩形梁梁高30cm以内混凝土m31.84594.331395.40384.40828.9461-168矩形梁钢筋m31.841072.822478.22305.402155.4471-177老嫩戗混凝土m31.18711.751042.72401.46606.3281-178老嫩戗钢筋m31.181173.801719.62216.741489.9291-183圆形桁条、直径15cm以外混凝土m31.22634.29962.52296.36640.26101-184圆形桁条、钢筋m31.221173.801781.24224.521543.32111-190椽望板混凝土m32.50768.512401.60979.601136.46121-192椽望板钢筋m32.50860.742688.98916.861710.32131-194亭屋面板板厚6cm以外混凝土m31.92742.911786.70703.462021.76141-195亭屋面板钢筋m31.92860.742070.06705.621316.24分部小计24823.216438.4017891.89第四章地面及防水工程11-494垫层灰土3710m30.142158.94369.71108.50259.4521-507垫层混凝土10m30.174672.341004.55237.13755.18单单位位工工程程概概预预算算表表工程名称：

八角重檐亭工程工程类别：

钢筋混凝土工程第2页/共3页序号定额编码子目名称工程量价值（元）其中（元）单位数量单价合价人工费材料费31-515防潮层亭屋面防水砂浆10m22.62244.43801.72442.21338.1341-554块料面层大理石面层水泥砂浆粘结10m22.972533.529405.681257.058120.76分部小计11581.662044.899473.52第五章木装修工程13-1297倒挂楣子制作、安装步步紧m25.25518.703403.972407.12996.8523-1313坐凳及倒挂楣子制作、安装西洋瓶坐凳楣子m24.20315.901658.47613.201045.2733-1317花牙子四季花草（长在）40cm以内10块1.201807.402711.102627.1084.0043-1323坐凳面5cm厚m22.63270.10886.26232.97653.30分部小计8659.805880.392779.42第六章屋面工程13-1494琉璃、璃瓦屋面瓦面流璃瓦屋面八样10m25.264535.7628378.866321.6423444.2623-1499流璃瓦屋面瓦面流璃瓦檐头附件八样10m3.721413.536572.921782.804790.1033-1507流璃瓦屋面瓦面星星瓦钉瓦钉、安钉帽八样10m4.24217.351153.56552.50601.0643-1531垂脊、攒尖垂脊（兽后）八样m4.66351.782049.12498.62155.5053-1535换垂脊、攒尖垂脊（兽前）八样m2.722369.458056.12248.207807.9263-1632玻璃瓦屋面宝顶琉璃宝顶座安装八样份2.001646.844117.101167.502957.6073-1636玻璃瓦屋面宝顶琉璃宝顶珠安装八样份2.001110.452776.12583.742192.36分部小计53103.8011155.0041948.80第七章油漆彩画工程上架构件13-1752连檐、瓦口、椽头三道灰7cm以下10m20.422267.371186.12867.64318.4523-1754连檐、瓦口、椽头刮血料腻子刷三道醇酸调和漆10m20.42405.73212.25140.9771.2633-1755连檐、瓦口、椽头椽头扣油漆一道10m20.421407.90736.50720.7615.7543-1777椽头飞椽头黄万字、檐椽头黄边画百花图7cm以下10m20.203347.88816.03739.9676.0653-1783椽子、望板二道灰7cm以下10m23.931364.296712.304342.982369.3263-1785椽子、望板满刮血料腻子刷醇酸调和漆三道红绿椽望10m23.93649.213194.152173.151020.9473-1793上架地仗单皮灰混凝土结构10m25.211485.219671.493381.616289.8983-1869金琢墨苏式彩画（规矩活部分）打贴铜箔描清漆2358（cm）10m25.214886.9831823.4019806.5212016.8793-1911上架木件白活人物及红法块27.00517.3417460.2212345.755114.47单单位位工工程程概概预预算算表表工程名称：

八角重檐亭工程工程类别：

钢筋混凝土工程第3页/共3页序号定额编码子目名称价值（元）其中（元）单位数量单价合价人工费材料费分部小计71812.4644519.3427293.01下架构件13-2067下架构件地仗单皮灰混凝土结构10m23.821518.075814.202086.123728.0623-2070下架构件油漆柱子刷醇酸调和漆二道扣油一道10m23.82946.503625.103219.86405.2233-2130楣子、花栏杆地仗大边樘心10m25.36230.461240.441103.02137.4243-2146楣子、栏杆楣子罩光油10m25.36148.22797.80617.90179.8653-2145楣子、栏杆楣子大边刷三道朱红油10m25.36119.10641.04434.90206.16分部小计12118.587461.804656.72第八章转梯工程11-143转梯钢筋混凝土混凝土m31.19643.17959.57316.07615.8721-144转梯钢筋混凝土钢筋m31.191136.191694.33249.361430.131-158中柱直径30CM以内混凝土m30.59711.75521.36200.73303.1641-160中柱钢筋m30.591173.8859.81108.37744.96分部小计4035.07874.533094.09合计192405.7181358.28110381.09机械费1.793.1616.1321.0822.6622.6610.770.6055.2629.5433.5418.3034.9012.9225.9013.4085.5262.6261.4648.20492.921.7812.23第1页/共3页机械费21.3827.8763.26第2页/共3页机械费27.6314.8817.456.4666.42666.34第3页/共3页