清单组价实例.ppt

单击此处编辑母版标题样式,单击此处编辑母版文本样式,第二级,第三级,第四级,第五级,*,单击此处编辑母版标题样式,单击此处编辑母版文本样式,第二级,第三级,第四级,第五级,*,工程量清单组价,设垫层底标高为,-1.9m,内外墙体的厚度为,240mm,。,砖基础放大脚为,0.06*0.12,。,250,厚,C30,砼基础。,地面做法：,10,厚硬实木复合地板,35,厚,C15,细石混凝土随打随抹平,1.5,厚聚氨脂涂膜防潮层,50,厚,C15,细石砼,150,厚,3,：,7,灰土,素土夯实，压实系数,0.90,土壤类别,放坡起点（,m,）,人工挖土,机械挖土,在抗内作业,在坑上作业,一、,二类土,1.20,1:0.50,1:0.33,1:0.75,三类土,1.50,1:0.33,1:0.25,1:0.67,四类土,2.00,1:0.25,1:0.10,1:0.33,GB50500-2008,工程量计算规则,010101001,平整场地：按图示尺寸以建筑物首层面积计算。,工程内容,：,1.,土方挖填，,2.,场地找平，,3.,运输。,010101003,挖基础土方：按设计图示尺寸以基础垫层底面积乘以挖土深度计算。,工程内容,：,1.,排地表水，,2.,土方开挖，,3.,挡土板支拆，,4.,截桩头，,5.,基底钎探，,6.,运输。,010301001,砖基础：按设计图示尺寸以体积计算。包括附墙放垛基础宽出部分体积，扣除地梁,(,圈梁,),、构造柱所占体积，,不扣除基础大放脚,T,形接头处的重叠部分,及嵌入基础内的钢筋、铁件、管道、基础砂浆防潮层各和单个面积,0.3m2,以内的孔洞所占的体积，靠墙暖气沟的挑檐不增加。基础长度：外墙按中心线，,内墙按净长线,计算。,工程内容,：,1.,砂浆制作运输、运输，,2.,铺设垫层，,3.,砌砖，,4.,防潮层,铺设，,5.,材料运输。,010401001,带形基础：按设计图示尺寸以体积计算。不扣除构件内钢筋、预埋铁件和伸入承台基础的桩头所占体积。,工程内容,：,1.,铺设垫层，,2.,砼制作、运输、浇筑、振捣、养护，,3.,地脚螺栓二次灌浆。,010103001,土,(,石,),方回填：按设计图示尺寸以体积计算。,注：室内回填：主墙间净面积乘以回填厚度；基础回填：挖方体积,-,设计室外地坪以下埋设的基础体积（包括基础垫层及其他构筑物）。,工程内容,：,1.,挖土方，,2.,装卸、运输，,3.,回填，,4.,分层碾压、夯实。,GB50500-2008,建设工程工程量清单计价规范,1.,平整场地,：,(14.4+0.24)*(4.8+0.24)=,73.79m2,2.,挖基础土方,：,外墙中心线长度：,(14.4+4.8)*2=38.4m,内墙坑边净长：,4.8-(0.4+0.1)*2=3.8m,1.0*1.3*(38.4+3.8*3)=1.0*1.3*49.8=,64.74m3,3.,垫层,：内墙垫层边净长,=4.8-0.5*2=3.8m,0.1*1.0*(38.4+3.8*3)=,4.98m3,4.,砼基础,：内墙砼基础边,=4.8-0.4*2=4.0m,0.25*0.8*(38.4+4.0*3)=,10.08m3,5.,砖基础,大放脚：内墙净长,=4.8-0.12*2=4.56m,0.36*0.12*(4.56*3+38.4)=2.25m3,0.24*(1.9-0.35-0.12)*38.4+(4.8-0.24)*3=17.87m3,2.25+17.87=,20.12m3,GB50500-2003,建设工程工程量清单计价规范,6.,土方回填：,基础回填,-0.6,以下的砖基础,=,0.36*0.12+0.24*(1.9-0.35-0.12-0.6)*38.4+(4.8-0.24)*3=,12.62,m3,V=64.74-4.98-10.08-12.62=,37.06m3,7.,土方回填：,室内回填,(,房心回填,),(0.6-,0.245,)*(4.8-0.24)*(14.4-4*0.24)=4.56*0.355*13.44=,21.76m3,计价表,（,1,）平整场地是指建筑物场地挖、填土方厚度在,300mm,以内及找平。平整场地工程量按建筑物外墙外边线每边各加,2m,，以平方米计算。,（,2,）沟槽工程量按沟槽长度乘沟槽截面积（,m2,）计算。沟槽长度,(m),，外墙按图示中心线长度计算；内墙按图示基础底宽加工作宽度之间净长度计算。沟槽宽（,m,）按设计宽度加基础施工所需工作面宽度计算。计算放坡工程量时交接处的重复工程量不扣除。,（,3,）基础与墙身使用同一种材料时，以设计室内地坪为界（有地下室者以地下室设计室内地坪）以下为基础，以上为墙身。外墙墙基按外墙中心线长度计算。,内墙墙基按内墙基最上一步净长度计算。,基础大放脚,T,形接头处为重叠部分以及嵌入基础的钢筋，铁件、管道、基础防水砂浆防潮层、通过基础单个面积在,0.3m2,以内孔洞的体积不扣除，但靠墙暖气沟的挑檐亦不增加。附墙垛基础宽出部分体积，并入所依附的基础工程量内。,计价表,（,4,）外墙基础垫层按外墙中心线长度计算，内墙基础垫层按内墙基础垫层净长计算。,（,5,）回填土：,1,）基槽、坑回填土体积,=,挖土体积,-,设计室外地坪以下埋设的体积（包括基础垫层、柱、墙基础及柱等）。,2,）室内回填土体积按主墙间净面积乘填土厚度计算，不扣除附垛及附墙、烟囱等体积。,按计价表,1.,平整场地,：,(14.4+0.24+4)*(4.8+0.24+4)=18.64*9.04=,168.51m2,2.,挖基础土方,：人工挖地槽,外墙中心线长度：,(14.4+4.8)*2=38.4m,内墙坑边净长：,4.8-(0.4+0.1+0.3)*2=3.2m,(1.0+0.6+1.3*0.5)*1.3*(38.4+3.2*3)=,140.4m3,3.,垫层,：内墙垫层边净长,=4.8-0.5*2=3.8m,0.1*1.0*(38.4+3.8*3)=,4.98m3,4.,砼基础,：内墙砼基础边,=4.8-0.4*2=4.0m,0.25*0.8*(38.4+4.0*3)=,10.08m3,按计价表,5.,砖基础,：内墙净长,=4.8-0.12*2=4.56m3,0.36*0.12*(4.56*3+38.4)=2.25m3,0.24*(1.9-0.35-0.12)*38.4+(4.8-0.24)*3=17.87m3,2.25+1787=,20.12m3,墙基防潮层,(,防水砂浆,),(14.4+4.8)*2+(4.8-0.24)*3*0.24=12.50m2,6.,土方回填,：,基础回填,-0.6,以下的砖基础,=,0.36*0.12+0.24*(1.9-0.35-0.12-0.6)*38.4+(4.8-0.24)*3=,12.62,m3,V=140.4-4.98-10.08-12.62=,112.72m3,7.,土方回填,：,室内回填,(,房心回填,),(0.6-,0.245,)*(4.8-0.24)*(14.4-4*0.24)=4.56*0.355*13.44=,21.76m3,分部分项工程量清单,序,号,项目编码,项目,名称,项目特征,计量单位,工程,数量,1,010101001001,平整场地,二类土,现场堆涂,m2,73.79,2,010101003001,挖基础土方,二类土，,条形基础，,垫层底宽,1000mm,，,挖土深度为,1.3m,m3,64.74,3,010103001001,土,(,石,),方回填,二类土，运输,100m,基础回填，,夯填,(,碾压,),m3,37.06,4,010103001002,土,(,石,),方回填,二类土，运输,100m,室内回填，,夯填,(,碾压,),m3,21.76,分部分项工程量清单,序,号,项目编码,项目,名称,项目特征,计量单位,工程,数量,5,010301001001,砖基础,MU10,机制砖，,条形基础，,基础深度,1.55m,m3,20.12,6,010401004001,垫层,100,厚,C10,素砼垫层，,m3,4.98,7,010401001002,带形基础,C30,砼，,泵送商品砼。,m3,10.08,组价,1.,010101001001,平整场地,73.79m2,1-98,平整场地,168.51m2,人工费,0.57*24=13.68,元,0.57*,30,=17.1,元,机械费,材料费,管理费,13.68*25%=3.42,元,17.1*25%=4.275,元,利润,13.68*12%=1.64,元,17.1*12%=2.052,元,合计,18.74,元,23.43,元,168.51/73.79=2.28,综合单价：,2.28*23.43=53.41,元,/m2,2.,010101003001,挖基础土方,64.74,m3,1-19,人工挖地槽,140.4m3,1-212,装载机铲装松散土,5.92m3,1-241,自卸汽车运土,5.92m3,1-92,单,(,双,),轮车运输,(100,米,)134.48 m3,64.74m3,1m3,人工费,机械费,材料费,管理费,利润,1-19,m3,140.4,(2.17),0.26*,24,1.56,0.75,1-212,1000m3,5.92,(9.14*10,5,),6*24,(,轮胎式装载机,1m3),2.584*,312.6,237.94,114.21,1-241,1000m3,5.92,(9.14*10,-5,),(,自卸汽车，洒水汽车,4000L),16.213*619.83,0.43*,332.58,8.6*,2.8,2548.08,1223.08,1-92,m3,134.48,(2.08),0.19*,24,1.14,0.55,64.74m3,1m3,人工费,机械费,材料费,管理费,利润,40.85,元,/m3,1-19,m3,140.4,(2.17),0.26*,24,(30)*2.17,4.23,2.03,23.19,1-212,1000m3,5.92,(9.14*10,-5,),6*,24,(30)*9.14,*10,-5,2.584*,312.6,(317.6)*K,0.023,0.011,0.125,1-241,1000m3,5.92,(9.14*10,-5,),(,自卸汽车，洒水汽车,4000L),10356.59,*K,24.08,)*K,2589.15,)*K,1242.79,)*K,1.30,1-92,m3,134.48,(2.08),0.19*,24,(30)*2.08,2.96,1.42,16.24,江苏省施工机械台班费用定额,2004,01027,轮胎式装载机,折旧费,40.94,大修理费,14.52,经常修理费,51.69,人工费,1.25*26=32.5,燃料动力费,52.73kg*3.28,元,/kg=172.95,安拆费及场外运费,0,其它费用,0,共计,312.6,元,312.6-1.25*26+1.25*30=317.6,1-241,自卸汽车运土,机械费,自卸汽车,16.213*619.83,洒水车,0.43*332.58,材料费,水,8.6*2.8,619.83-2.5*26+2.5*30=629.83,332.58-1.25*26+1.25*30=337.58,K=9.14*10,-5,机械费,=16.213*629.83+0.43*337.58=10356.59,材料费24.08,管理费,=10356.59*25%=2589.15,利润,=10356.59*12%=1242.79,1-241(10356.59+24.08+2589.15+1242.79)*,9.14*10-5,=1.30,3,、,010103001001,土,(,石,),方回填,37.06m3,1-104,基槽,(,坑,),回填,112.72m3,1-1,人工挖土方,112.72m3,1-92,单,(,双,),轮车运输,(100,米,)112.72 m3,37.06m3,1m3,人工费,机械费,材料费,管理费,利润,78.25,元,/m3,1-104,(m,3,),112.72m3,(304),0.28*24,(30)*3.04,0.045*24.16,*3.04,1.95,7.21,0.94,3.47,39.52,1-1,(m,3,),112.72m3,(3.04),0.12*24,(30)*3.04,0.72,2.73,0.35,1.31,14.99,1-92,(m,3,),112.72m3,(3.04),0.19*,24,(30)*3.04,1.92,4.33,0.92,2.09,23.74,4,、,010103001001,土,(,石,),方回填,21.76m3,1-102,地面回填,21.76m3,1-1,人工挖土方,21.76m3,1-92,单,(,双,),轮车运输,(50,米,)21.76 m3,21.76m3,1m3,人工费,机械费,材料费,管理费,利润,24.31,元,/m3,1-102,(m,3,),21.76m3,(1),0.26*24,(30)*1,0.027*24.16,*1,1.72,2.11,0.83,1.01,11.57,1-1,(m,3,),21.76m3,(1),0.12*24,(30)*1,0.72,0.90,0.35,0.43,4.93,1-92,(m,3,),21.76m3,(1),0.19*,24,(30)*1,1.92,1.42,0.92,0.69,7.81,5,、,010301001001,砖基础,20.12m3,3-1,直形砖基础,20.12m3,3-42,墙基防潮层,(,防水砂浆,)12.50m2,5,、,010301001001,砖基础,20.12m3,3-1,直形砖基础,m3 20.12m3,第一步：,20.12/20.12=,1.0,(m,3,/m,3,),第二步：,查定额,185.8,元,/m,3,人工费,1.14*,26,=29.64,材料费 标准砖,240*115*53,5.22*,21.42,元,/,百块,=111.81,水,0.104*2.8=0.29,水泥砂浆,M5 0.242*,122.78,=29.71,机械费 灰浆拌合机,0.048*,51.43,=2.47,管理费,(29.64+2.47)*25%=8.03,利润,(29.64+2.47)*12%=3.85,第三步：资源基础价格调整,人工工资单价：,2630,，标准砖：,21.4228.3,012002 M5,水泥砂浆,122.78,元,/m3,水泥,32.5,级,217,kg,*,0.28,元,/kg,=60.76,中砂,1.61,t,*,38,元,/t,=61.18,水,0.3,m3,*2.8=0.84,水泥,32.5,级,217,kg,*,0.25,元,/kg,=54.25,中砂,1.61,t,*,36,元,/t,=57.96,水,0.3,m3,*2.8=0.84,M5,水泥砂浆,113.05,元,/m3,06016,灰浆拌合机,200L,江苏省施工机械台班费用定额,2004,06016,灰浆拌合机,200L,折旧费,2.88,大修理费,0.83,经常修理费,3.3,人工费,1.25*26=32.5(,1.25*30=37.5,),燃料动力费,(,电,)8.61KWH*0.75,元,/KWH=6.46,安拆费及场外运费,5.47,其它费用,0,共计,51.43,元,(,56.43,元,),第四步：,计算现在的每,m3,的砖基础的综合单价,人工费,1.14*,30,=34.2,材料费 标准砖,240*115*53,5.22*,28.3,元,/,百块,=147.73,水,0.104*2.8=0.29水泥砂浆,M5 0.242*,113.05,=27.36,机械费 灰浆拌合机,0.048*,56.43,=2.71,管理费,(34.2+2.71)*25%=9.23,利润,(34.2+2.71)*12%=4.43,合计：,225.95,元,/m3,5,、,010301001001,砖基础,20.12m3,3-42,墙基防潮层,(,防水砂浆,)10m2 (,12.50m2,),第一步：,12.50/10/20.12=,0.0621,(10m,2,/m,3,),第二步：,查定额,80.68,元,/10m2,人工费,0.68*,26,=17.68,材料费 防水砂浆,0.21*,254.76,=535,机械费 灰浆拌合机,0.042*,51.43,=2.16,管理费,(17.68+2.16)*25%=4.96,利润,(17.68+2.16)*12%=2.38,第三步：资源价格,013009 1,：,2,防水砂浆,06016,灰浆拌合机,200L,013009 1,：,2,防水砂浆,254.76,元,/m3,水泥,32.5,级,557,kg,*,0.28,元,/kg,=155.96,中砂,1.464,t,*,38,元,/t,=55.63,防水剂,27.85,kg,*1.52=42.33,水,0.3,m3,*2.8=0.84,水泥,32.5,级,557,kg,*,0.25,元,/kg,=,139.25,中砂,1.464,t,*,36,元,/t,=,52.704,防水剂,27.85,kg,*1.52=42.33,水,0.3,m3,*2.8=0.84,1,：,2,防水砂浆,235.124,元,/m3,06016,灰浆拌合机,200L,江苏省施工机械台班费用定额,2004,06016,灰浆拌合机,200L,折旧费,2.88,大修理费,0.83,经常修理费,3.3,人工费,1.25*26=32.5(,1.25*30=37.5,),燃料动力费,(,电,)8.61KWH*0.75,元,/KWH=6.46,安拆费及场外运费,5.47,其它费用,0,共计,51.43,元,(,56.43,元,)第四步：,计算现在的每,10m2,的防潮层的综合单价,人工费,0.68*,30,=20.4,材料费 防水砂浆,0.21*,235.124,=49.38,机械费 灰浆拌合机,0.042*,56.43,=2.37,管理费,(20.4+2.37)*25%=5.69,利润,(20.4+2.37)*12%=2.73,合计：,80.57,元,/10m2,5,、,010301001001,砖基础,20.12m3,工程量,3-1,直形砖基础,20.12m3,3-42,墙基防潮层,(,防水砂浆,)12.50m2,换算后综合单价,3-1,换 直形砖基础,225.95,元,/m3,3-42,换 墙基防潮层,(,防水砂浆,),80.57,元,/10m2,含量,每,1m3,的,010301001001,砖基础中有,:,3-1,直形砖基础,1 (m3),3-42,墙基防潮层,(,防水砂浆,)0.0621(10m2),1*225.95+0.0621*80.57=230.95,元,/m3,6,、,010401006001,垫层,4.98,m3,12-11,现浇砼垫层,m3 4.98m3,7,、,010401001002,带形基础,10.08m3,5-171,砼无梁式条形基础,m3 10.08m3,6,、,010401006001,垫层,4.98,m3,12-11,现浇砼垫层,m3 4.98m3,第一步：,4.98m3/4.98m3m3=1m3/m3,第二步：查定额,213.08,元,/m3,人工费,1.36*,26,=35.36,材料费 现浇,C10,砼,1.01*,155.26,=156.81,水,0.67*2.8=1.876,机械费 砼搅拌机,400L 0.039*,83.39,=3.25,砼震动器,(,平板式,)0.078*14=1.09,管理费,9.93,利润,4.76,第三步：资源基础单价换算,001012 C10,155.26,元,/m3,水泥,32.5,级,281,kg,*0.28,元,/kg=78.68,中砂,0.868,t,*38,元,/t=32.79,碎石,5-20mm 1.209,t,*35.6,元,/t=43.04,水,0.2*2.8=0.56,水泥,32.5,级,281,kg,*,0.25,元,/kg=70.25,中砂,0.868,t,*,36,元,/t=31.248,碎石,5-20mm 1.209,t,*,37.8,元,/t=45.7,水,0.2*2.8=0.56,合计：,147.758,元,/m3,13072,砼搅拌机,400L,折旧费,18.2,大修理费,3.03,经常修理费,5.91,人工费,1.25*26=32.5(,1.25*30=37.5,),燃料动力费,(,电,)24.38KWH*0.75,元,/KWH=18.29,安拆费及场外运费,5.47,其它费用,0,共计,83.39,元,(,88.39,元,),第四步：计算现在的砼垫层的综合单价,人工费,1.36*,30,=40.8,材料费 现浇,C10,砼,1.01*,147.758,=149.23,水,0.67*2.8=1.876,机械费 砼搅拌机,400L 0.039*,88.39,=3.447,砼震动器,(,平板式,)0.078*14=1.09,管理费,(40.8+3.447+1.09)*25%=11.33,利润,(40.8+3.447+1.09)*12%=5.44,综合单价：,213.213,元,/m3,6,、,010401006001,垫层,4.98m3,工程量,12-11,现浇砼垫层,4.98m3,换算后综合单价,12-11,换,现浇砼垫层,213.213,元,/m3,010401001001,带形基础综合单价为,1*,213.213,=,213.213,元,/m3,7,、,010401001002,带形基础,10.08m3,5-171,砼无梁式条形基础,m3 10.08m3,第一步：,10.08m3/10.08m3=1m3/m3,第二步：查定额,302.75,元,/m3,人工费,0.3*,26,=7.80,材料费 商品砼,C20(,泵送,)1.02*,269,=274.38,水,1.15*2.8=3.22,塑料薄膜,1.73*0.86=1.49,泵管摊销费,0.25机械费 砼震动器,(,插入式,)0.069*,12,=0.83,砼输送泵车,0.007*1208.41=8.46,管理费,4.27,利润,2.05,第三步：定额换算,商品砼,C20(,泵送,),换算成商品砼,C30(,泵送,),1.02*255,13082,砼输送泵车,折旧费,444.24,大修理费,59.36,经常修理费,162.04,人工费,2.5*26=65(,2.5*30=37.5,),燃料动力费,(,柴油,)72.93kg*3.28,元,/kg=239.21,安拆费及场外运费,其它费用,238.57,共计,1208.41,元,(,1218.41,元,),第四步：计算现在的砼基础综合单价,290.21,元,/m3,人工费,0.3*,30,=9,材料费 商品砼,C20(,泵送,)1.02*,255,=260.1,水,1.15*2.8=3.22,塑料薄膜,1.73*0.86=1.49,泵管摊销费,0.25,机械费 砼震动器,(,插入式,)0.069*,12,=0.83,砼输送泵车,0.007*1218.41=8.53,管理费,4.59,利润,2.2,7,、,010401001002,带形基础,10.08m3,工程量,5-171,砼无梁式条形基础,m3 10.08m3,换算后综合单价,5-171,换 砼无梁式条形基础,290.21,元,/m3,010401001001,带形基础综合单价为,1*290.21=,290.21,元,/m3,序,号,项目编码,项目,名称,项目特征,计量单位,工程,数量,综合单价,合价,1,010101001001,平整场地,二类土,m2,73.79,53.41,3941.12,2,010101003001,挖基础土方,二类土，,条形基础，,垫层底宽,1000mm,，,挖土深度为,1.3m,m3,64.74,26.5,1715.61,3,010103001001,土,(,石,),方回填,二类土，运输,基础回填，,夯填,(,碾压,),m3,37.06,40.85,1513.90,4,010103001002,土,(,石,),方回填,二类土，运输室内回填，,夯填,(,碾压,),m3,21.76,24.31,528.99,分部分项工程量清单计价表,5,010301001001,砖基础,MU10,机制砖，,条形基础，,基础深度,1.55m,m3,20.12,230.95,4646.71,6,010401006001,垫层,100,厚,C10,素砼垫层，,m3,4.98,213.213,1061.8,7,010401002001,带形基础,C30,砼，,泵送商品砼。,m3,10.08,290.21,2925.32,序,号,定额编号,项目,名称,单位,综合单价,工程,数量,合价,1,1-98,平整场地,m2,27.33,168.51,2,119,人工挖地槽,m3,10.69,140.4,3,1-212,装载机铲装松散土,1000m3,1045.53,5.92*10-3,4,1-241,自卸汽车运土,1000m3,14215.85,5.92*10-3,5,1-92,单,(,双,),轮车运输,(100,米,),m3,7.81,134.48,施工图预算,序,号,定额编号,项目,名称,单位,综合单价,工程,数量,合价,6,1-104,基槽,(,坑,),回填,m3,13,112.72,7,1-1,人工挖土方,m3,4.93,112.72,8,1-92,单,(,双,),轮车运输,(100,米,),m3,7.81,112.72,9,1-102,地面回填,m3,11.57,21.76,10,1-1,人工挖土方,m3,4.93,21.76,11,1-92,单,(,双,),轮车运输,(100,米,),m3,7.81,21.76,序,号,定额编号,项目,名称,单位,综合单价,工程,数量,合价,12,3-1,换,直形砖基础,m3,225.95,20.12,13,3-42,换,墙基防潮层,(,防水砂浆,),10m2,80.57,1.25,14,12-11,换,现浇砼垫层,m3,213.213,4.98,15,5-171,换,砼无梁式条形基础,m3,290.21,10.08,