步康花苑工程量计算书

《步康花苑工程量计算书》由会员上传分享，免费在线阅读，更多相关内容在行业资料-天天文库。

1、工程量计算表建设单位工程名称三馆拆迁安置房小区围墙序号工程项目部位及计算单位工程量1砖砌围墙1-1图小区北侧围墙计67.6+0.3=67.9米；垛18个2-2图小区西北段围墙计23.7米；370*370垛6个3-3图小区西南段围墙计130.1米；370*370垛35个500*500垛4个合计:围墙221.7m370*370垛59个;500*500垛4个2人工挖土方(0.62+0.2*2)*0.60*221.7=135.68m3m3135.683基槽内打夯221.7*1.02=226.13m2m2226.134砖砌基础墙1-1剖(0.62*0.2+0.5*0.2+0.37*0.2)*6

2、7.9=20.234m3m368.925(0.75*0.2+0.62*0.2+0.5*0.2)*0.12*18=0.808m32-2剖(0.62*0.2+0.5*0.2+0.37*0.2)*23.7=7.06m3(0.75*0.2+0.62*0.2+0.5*0.2)*0.12*6=0.27m33-3剖(0.62*0.2+0.5*0.2+0.37*0.2)*130.1=38.77m3(0.75*0.2+0.62*0.2+0.5*0.2)*0.12*35=1.57m3（0.86*0.2+0.74*0.2+0.62*0.2）*0.12*4=0.213m3计：68.9255基槽回填土135.

3、68-68.925=66.755m3m366.7556余土外运m368.9257砖砌围墙1-1图0.24*0.74*67.9=12.06m3m349.92垛0.37*0.12*0.8*18=0.64m32-2图0.24*0.74*23.7=4.21m3垛0.37*0.12*0.8*6=0.213m33-3图0.24*0..99*130.1=30.91m3垛0.37*0.12*1.05*35=1.63m3垛0.5*0.12*1.05*4=0.252m3计：49.92m38C20砼压顶221.7*0.24*0.06=3.19m3m33.199砖砌垛0.37*0.37*1.54*59=12

4、.44m3m313.980.5*0.5*1.54*4=1.54m3.计：13.9810小型砌体（0.49*0.49*0.06*2+0.62*0.62*0.12）*59=4.42m3m34.96（0.62*0.62*0.06*2+0.86*0.86*0.12）*4=0.54m3工程量计算表建设单位工程名称三馆拆迁安置房小区围墙序号工程项目部位及计算单位工程量1人工挖基槽东(62.3+1.8)+(西72.2)=136.3米m376.33136.3*0.7深*0.8宽=76.33m32C10砼垫层136.3*0.7*0.1=9.54m3m39.543M7.5水泥砂浆砖基础围墙基础136.3

5、*(0.5*0.12+0.37*0.12+0.24*0.36)=26.01m3m326.78垛基础24个*(0.62*0.12+0.5*0.12+0.37*0.36)*0.12=0.77砖围墙136.3*0.54*0.24+0.37*0.12*0.6*24=18.3m3m319东园弧围墙1.8*1.6*0.24=0.7m3计45.78m34M7.5水泥砂浆砌砖垛0.37*0.37*1.6*24=5.26m3m35.450.12*0.06*1.07*24=0.185m3计5.45m35C20钢筋砼压顶134.3*0.24*0.06=1.934m3m31.934φ8钢筋134.3*2*0

6、.395+0.2*447*0.395=141Kg6墙面贴文化石134.5*2*0.62+(0.13*2*0.62*23+0.42*0.62*2)=171.01m2m2171.017砖垛贴三色砖0.42*4*1.6*24+1.07*0.06*2*24=67.6m2m267.68园弧围墙粉刷长1.8*高2.64*2=9.50m2m29.59北侧彩钢栏杆134.5-24*0.42=124.42mm124.4210西围墙110mm彩钢栏杆81.4mm81.411砌砖垛脚手架(0.37*4+3.6)*2.4*24=292.6m2m2292.612物业用房东西砖砌方井0.5*4*0.6*0.24

7、*2座=0.576m3m30.57613井内粉刷0.5*4*0.6*2=2.4m2m22.414砖砌水表井500*900*600物业用房西侧m30.403(0.5+0.9)*2*0.6*0.24=0.403m315成品井盖安装500*500套216人工回填土m376.3317压顶模板134.3*0.1*2=26.86m2m226.86工程量计算表建设单位：工程名称：碧琅•秀水苑3#楼入口坡道变更序号工程项目部位及计算单位工程量1土方开挖(6.2+0.3+0