办公楼土建工程量清单计价实例(含钢筋工程量计算)

'工程计量与计价课程设计11 措施项目费清单序号项目名称计量单位工程数量1环境保护项12检验试验、测量放线、定位复测、工程点交、场地清理项13临时设施项14冬雨季施工项15二次搬运及不利施工环境项16脚手架项17混凝土模板及支撑项18垂直运输及超高降效项19其他项110安全及文明施工项1单位工程造价汇总表序号项目名称基数（元）费率造价（元）1分部分项工程费23781237812分部分项项目清单人工费408140813措施项目费371637164施工技术措施项目清单人工费108310835其他项目费06规费2097其中养老保险费2+4=516420%1033失业保险2+4=51642%103医疗保险2+4=51648%413住房公积金2+4=516410%516危险作业意外保险费2+4=51640.5%26工程排污费2+4=5164工程定额测定费2+4=51640.124%68工程不含税造价1+3+6=29594295949税金295943.41%100910造价合计306033060311 分部分项工程量清单计价表序号项目编码项目名称项目特征单位工程量金额（元）综合单价合价1010101001001平整场地现场就地找平m2115.721.421642010101003001挖基础土方条形基础；垫层宽1.2m；m337.8814.195383010103001001土方回填基础素土回填；m314.066.68944010103001002室内素土回填室内素土回填；m39.86.68655010301001001砖基础机制粘土实心砖，M5水泥砂浆砌m38.27219.9518196010302001001实心砖外墙M5水泥石灰砂浆，实心砖m313.45243.1932717010302001002实心砖内墙M5水泥石灰砂浆，实心砖m32.94243.197158010402001001矩形柱（构造柱）C20现浇砾石混凝土m32.07302.976279010403002001梁（L-1）截面尺寸250×500；C20砾石混凝土m30.53257.5513710010403004001圈梁截面尺寸240×240；C20砾石混凝土m31.69296.0350011010403004002地圈梁截面尺寸240×250；C20砾石混凝土m31.76296.0352112010403005001过梁C20砾石混凝土m30.75307.1423013010405003001现浇平板板厚120；C20现浇砾石混凝土m31.41250.8835414010412002001预制空心板C30砾石混凝土m31.74287.2550015010412002002二类混凝土构件运输10km以内包括10km10m30.2821520.5042916010405007001挑檐板C20现浇砾石混凝土m31.47317.1746617010407002001散水50厚C15混凝土撒1:1水泥砂子，压实赶光；100厚3:7灰土垫层，宽出面层300；10m23.20206.3366018010416001001现浇混凝土φ10以内圆钢现浇混凝土φ10以内圆钢t0.0353962.2313919010416001002现浇混凝土Φ25以内螺纹钢筋现浇混凝土Φ25以内螺纹钢筋t0.1633898.4963520010416002001预制混凝土圆钢φ10以上预制混凝土圆钢φ10以上t0.0753944.9529621010702001001屋面卷材防水SBS改性沥青卷材（冷贴法，二层）m268.2291.20622222010803001001100厚水泥珍珠岩板保温层m243.8019.9687423010803001002最薄处30厚m243.809.6342211 1:8石灰炉渣找坡24020101001001水泥砂浆楼地面20厚1:2.5水泥砂浆压实赶光；60厚C15混凝土垫层；100厚3:7灰土；素土夯实100m20.361011.4136425020201001001外墙面装饰抹灰12厚1:3水泥砂浆打底，扫毛；6厚1:2.5水泥砂浆罩面100m20.801183.2494726020201001002内墙面一般抹灰13厚1:3石灰砂浆打底、扫毛；8厚石灰砂浆，乳胶漆3遍100m20.791136.5289827020203001001装饰零星抹灰(挑檐侧面)107胶素水泥浆一道，12厚1:3水泥砂浆打底，10厚1:1.25水泥白石子浆抹面100m20.101945.7019528020301001001天棚抹灰（现浇）素水泥浆一道；8厚1:3水泥砂浆打底；5厚1:2.5水泥砂浆罩面，乳胶漆三遍100m20.121107.2213329020301001002天棚抹灰（预制）素水泥浆一道；8厚1:3水泥砂浆打底；5厚1:2.5水泥砂浆罩面，乳胶漆三遍100m20.241242.3034630020301001003挑檐底抹灰素水泥浆一道；8厚1:3水泥砂浆打底；5厚1:2.5水泥砂浆罩面，乳胶漆三遍100m20.151107.2216631020401001001有亮镶板门1500*2500樘137637632020401001002有亮镶板门1000×2100樘121021033020406001001铝合金推拉窗（带亮）1500×1500樘146946911 措施项目费清单计价表序号项目名称计量单位金额（元）1环境保护费项282文明施工费项2343安全施工费项1864临时设施费项3285夜间施工费项56二次搬运费项527已完工程及设备保护费项28冬雨季施工增加费项949工程定位复测、工程点交、场地清理费项14110生产工具用具使用费项11711脚手架项78712混凝土模板及支撑项013垂直运输及超高降效项014其他项0合计1832措施项目费（综合单价）分析表序号项目名称单位数量计算方法计算基础人工费+机械费（元）费率（％）合价（元）1环境保护费项146880.6282文明施工费项1468852343安全施工费项1468841864临时设施费项1468873285夜间施工费项146880.156二次搬运费项146881.1527已完工程及设备保护费项146880.0528冬雨季施工增加费项146882949工程定位复测、工程点交、场地清理费项14688314110生产工具用具使用费项146882.511711 分部分项工程量清单综合单价分析序号编码编号项目名称单位工程量综合单价组成（元）综合单价（元）基价管理费利润风险1010101001001平整场地m2115.721.42A1-26平整场地m2115.720.990.250.181.422010101003001挖基础土方(条基)m337.8814.19A1-2人工挖沟槽挖深2(m)以内m337.889.922.481.7914.193010103001001土方回填(基础)m314.066.68A1-30回填夯实素土m314.064.671.170.846.684010103001002室内素土回填m39.806.68A1-30回填夯实素土m39.804.671.170.846.685010301001001砖基础m38.27219.95A3-1砖基础m38.27203.999.286.68219.956010302001001实心砖外墙,一砖m313.45243.19A3-9实心砖外墙,一砖m313.45221.9512.358.89243.197010302001002实心砖内墙,一砖m32.94243.19A3-9实心砖内墙,一砖m32.94221.9512.358.89243.198010402001002矩形柱(构造柱)m32.07302.97A4-15C20砾石混凝土m32.07267.0620.8815.03302.979010403002001梁(L-1)m30.53257.554-17C20混凝土m30.53235.1913.009.36257.5510010403004001圈梁m31.69296.03A4-19C20砾石混凝土m31.69262.2219.6614.15296.0311 11010403004002地圈梁m31.76296.03A4-19C20砾石混凝土m31.76262.2219.6614.15296.0312010403005001过梁m30.75307.14A4-20C20砾石混凝土m30.75270.6621.2115.27307.1413010405003001现浇平板m31.41250.88A4-30C20砾石混凝土m31.41231.1411.488.26250.8814010412002001预制空心板m31.74287.25A4-69C30砾石混凝土m31.74261.7114.8510.69287.2515010412002002二类混凝土构件运输10m30.2821520.50A9-10二类混凝土构件运输10m0.2821070.81261.45188.241520.5016010405007001挑檐板m31.47317.14A4-33C20砾石混凝土m31.47280.3521.3915.40317.1417010407002001散水m23.2206.33A4-45换C15现浇混凝土散水10m23.2198.1211.958.60206.3318010416001001现浇混凝土φ10以内圆钢t0.0353962.23A4-257圆钢φ10以内t0.0353851.8864.1646.193962.2319010416001002现浇混凝土Φ25以内螺纹钢筋t0.1633898.49A4-259螺纹钢Φ25以内t0.1633826.2841.9820.233898.4920010416002001预制混凝土圆钢φ10以上t0.0753944.95A4-265圆钢φ10以上t0.0753839.7961.1444.023944.9521010702001001屋面卷材防水m268.2291.20A7-26SBS改性沥青防水卷材m268.2290.100.640.4691.2011 22010803001001水泥珍珠岩板保温层m243.8019.96A8-203水泥珍珠岩板m243.8019.000.560.4019.96230108030010021:8石灰炉渣找坡m243.809.63A8-2111:8石灰炉渣找坡m243.808.640.580.419.6324020101001001水泥砂浆楼地面m236.301011.41B1-1水泥砂浆楼地面100m20.36841.7498.4171.261011.4125020201002001墙面一般抹灰(外墙)m279.781183.24B2-12墙面一般抹灰（外墙）100m20.80933.29144.97104.981183.2426020201002002墙面一般抹灰(内墙)m278.951136.52B2-12墙面一般抹灰(内墙100m20.79933.29144.97104.981136.5227020203002001零星抹灰(挑檐、侧面)m29.601945.70B2-87零星抹灰(挑檐、侧面)100m20101451.16286.83207.711945.7028020301001001天棚抹灰（现浇）m211.761107.22B3-5天棚抹灰（现浇）100m20.12868.11138.68100.431107.2229020301001002天棚抹灰（预制）m223.521242.30B3-6天棚抹灰（预制）100m20.24972.51156.48113.311242.3030020301001003挑檐板底板抹灰m214.981107.22B3-5挑檐板底板抹灰100m20.15868.11138.68100.431107.2231020401005001有亮镶板门樘1376B4-56有亮镶板门100m20.048623.22809.10585.9010018.2232020401005001无亮镶板门樘1210B4-56无亮镶板门100m20.028623.22809.10585.9010018.2233020406001001铝合金推拉窗（带亮）樘5469B4-20铝合金推拉窗（带亮）100m20.0219270.03917.36664.2920851.68措施项目费（综合单价）分析表11 序号编码编号项目名称计量单位工程数量综合单价组成（元）基价管理费利润风险综合单价合价11脚手架工程7871.1A11-7外脚手架钢管架15m以内100m20.93727.1355.7740.15823.057651.2A11-39里脚手架钢管架3100m20.12136.4627.0319.46182.95222混凝土模板及支撑18842.1A10-25混凝土构造柱组合钢模板10m31.17256.9844.8332.28334.093912.2A10-27换层高超过3.6m每增加1m柱10m30.1513.732.521.8318.1092.3A10-30矩形梁组合钢模板10m30.53273.3535.7725.75334.871772.4A10-36圈过梁模板10m3199.3230.4321．91251.663552.5A10-59挑檐模板10m31.50380.7258.1041.83480.657212..6A10-51平板组合钢模板10m31.18158.6221.6915.62195.9323111 钢筋工程计算表构件名称编号钢筋名称钢筋根数下料长度单位重量kg/m合计Kg地圈梁①Ф124（3-0.24）×6+(4.5-0.24)×4+18×30×0.006=36.840.888130.86②φ6＠20033.6÷0.2=168(0.24+0.25)×2×168+0.006×2×168=170.690.22237.90L-1①Ф182(4.74-2×0.025+0.2×2)×2=10.182.00020.36②Ф142(4.74-2×0.025+0.15×2)×2=9.981.21012.07③φ6＠100/200(3.34-0.7×2)÷0.2+1+0.7÷0.1×2=25(0.25_0.5)×2×25=37.50.2228.3311 11'