江苏省-土建工程造价员考试案例计算题含答案

试题编制人：纪传印单位：徐州建筑职业技术学院试题编制人：纪传印单位：徐州建筑职业技术学院2008年江苏建设造价员资格考试土建案例分析卷答案一、计算工程量工程量计算表序号项目名称计量单位数量计算公式1现浇C20砼圈梁M32.23外墙上0.24×(0..3-0.11)×[(99.7+100.3)×22-{GZ宽}0.24**11-{M1过梁}1.77-{C1过梁}2.3*33-{C2过梁}2.0*22]=1.1888内墙上0.24×(0..3-0.11)×[()*2+(22.7-0..24)+(3.0-0..24)+((3.6-00.24*22)*2+((3.0-00.24)]]=1.0444小计：1.1888+1.0444=2.2232M32现浇C20砼过梁M30.76外墙上0.24×(0..3-0.11)×[{CC1过梁}2.3**3+{C22过梁}2.0**2+{M1过梁}11.7]=0.6055内墙上0.24×0.112×[{M2过梁}1.4*2+{M3过梁}1.3*2]=0.1556小计：0.6055+0.1556=0.7760M33现浇C20砼构造柱M33.91外墙上(0.24*0.224+0.24*00.03*22)*(3.0-00.1)*111=2.2297内墙上[{L形}(0..24*0.24+0.24*00.03*22)*3+{T形}(0.24*0.224+0.24*00.03*33)*2+{外墙深入马马牙槎}0.03*6]**(3.0--0.1)==1.6088小计：2.2977+1.6008=3.9905M34现浇C20砼平板M310.07(9.94*10..54-1..5*2.77)*0.11=10.0072M335M7.5混合砂浆浆1砖外墙M311.6外墙门窗洞{C1}1.8**1.8*33+{C2}}1.5*11.5*2++{M1}11.2*2..7=17..46M2外墙体积0.24*[(99.7+100.3)×22-17.446]*(33.0-0..1)-{外墙QL}1.1888-{外墙GL}0..605-{{外墙GZ}2..297=111.59886M7.5混合砂浆浆1砖内墙M310.61内墙门窗洞{M2}0.9**2.1*22+{M3}}0.8*22.1*2==7.14MM2内墙体积0.24*[(33.76*22+2.466+2.76**2+3.12*22)*(3..0-0.11)-7.114]-{内墙QL}1.0444-{内墙GL}0..156-{内墙GZ}1.6608=10.6009二、综合单价换算综合单价换算表计价表编号子目名称及做法计量单位有需要换算的项目目列出简要换算过程程综合单价(元)1-3换或(1-3+1-133+1-14)人工挖土方(三类类干土，挖土土深度6.22mM310.19+7..89+2..3=20..3810.382-48换震动沉管灌注砼桩桩空沉管部分分(桩长8.0mm)M3(54.96*0..3+60..27)*((1+14%%+8%)+261.46--248.003=1077.08107.083-47换M7.5水泥砂浆浆砌半砖厚(标准砖)阳台栏板M3222.57-226.84++27.811=223..54223.549-181换橡胶止水带(橡胶胶止水条每米米45元)10M539.33-110.5*((45-388.95)==475.8805475.815-13换单层厂房现浇C225自拌砼矩形形梁(室内净高8..5m)M3277.28+449.92**0.18**(1+255%+12%%)=2899.59289.596-24单独的踏步式钢梯梯上的型钢栏栏杆制作M35203.397-87换预制圆孔板安装((卷扬机施工工、电焊)M371.63+(00.17*226+0.0087*1111.25))*(1+25%++12%)++0.52**3.0+00.40*33.6=933.94593.959-30换屋面SBS改性沥青防防水卷材冷粘粘法单层(上面撒绿豆豆砂)10M2389.78+00.066**26*(11+25%++12%)++0.0788*86.00398.839==398.84三、超高费、脚手架超高项目超高费项目表序号计价表编号项目名称计量单位工程量综合单价或写出换算过程一、超高费118-5主楼7-19层超高费费M213*120033.58218-5+注主楼19层的层高超高费M2120033.58*200%*0.44318-5+注主楼6层超高费M2120033.58*200%*0.33418-1+注附楼6层超高费M2160013.41*200%*0.33二、脚手架超高材材料增加费M2119-34主楼7-19层脚手架架超高材料增增加费M213*120019.39219-34主楼19层的层高超高费M212003.88*0.44319-34主楼6层脚手架超高材料料增加费M212003.88*0.33419-30附楼6层脚手架超高材料料增加费M216001.57*0.33M2四、柱钢筋计算查表：La=34d=34*25=850mm保护层：C=30mm钢筋计算表编号级别规格简图单根长度计算式((m)单根长度(m)根数总长度(m)重量(㎏)150基础部分150125206720670.15+[(11.0-0..1)+(44.2-0..7)/3]]2.217613.3051225294215029421500.15+[(11.0-0..1)+(44.2-0..7)/3+Max(0.55,35*00.025))]3.092618.5571一层00254.2-(4.22-0.7))/3+Max(3.55/6，0.65，0.5)3.6831244.20170二层00254.2-Max((Hn/6,,Hc,0..5)+Maax(Hn//6,Hc,,0.5)4.21250.4194顶层(三层)00柱外侧纵筋7b22500254.2-Max((Hn/6,,Hc,0..5)-0.5+1..5Lae=4.2-0.665-0.55+1.5**0.85==4.32554.325417.367254.2-[Maxx(Hn/66,Hc,00.5)++Max(335d,0..5)]-0.5+1.5LLae=4.2-[0..65+0..875]--0.5+11.5*0..85=3..453.45310.3540柱内侧纵筋5b22500254.2-Max((Hn/6,,Hc,0..5)-0.5+Hbb-C+122d=4.2-0.665-0.55+0.7--0.03++12*0..025=4.024.0228.0431254.2-[Maxx(Hn/66,Hc,00.5)++Max(335d,0..5)]-0.5+Hb-CC+12d=4.2-[0..65+0..875]--0.5+00.7-0..03+122*0.0225=3.1453.14539.4436箍筋00Φ10(0.65-2*00.03)**2+(0..6-2*00.03)**2+32**0.01==2.582.5898252.84156Φ10(0.65-2*00.03)//3*2+((0.6-22*0.033)*2+32*0.011=1.79931.79398175.71108Φ10(0.65-2*00.03)**2+(0..6-2*00.03)//3*2+32*0.011=1.8661.8698182.28112合计1037五、清单与报价清单工程量计算表序号项目名称计量单位数量计算公式1平整场地M2101.68(3.6*2+4..8+0.22*2)*((5.4+22.4+0..2*2)==101.6682挖基础土方M3190.08(3.6*2+4..8+0.66*2)*((5.4+22.4+0..6*2)**(1.9--0.3)==190.0083土方回填M322.08190.08-((3.6*22+4.8++0.2*22)*(5..4+2.44+0.2**2)*(11.5-0..3)-底板34.104-垫垫层(3.6*22+4.8++0.6*22)*(5..4+2.44+0.6**2)*0..1=4满堂基础M338.81底板：(3.6*22+4.8++0.5*22)*(5..4+2.44+0.5**2)*0..3-[(3.6*22+4.8++0.45**2)+((5.4+22.4+0..45*2))]*2*00.1*0..1*1/22=34.104反梁：0.4*00.2*[((12.0++7.8)**2+(7..4*2+44.4)]==4.7044小计：34.1004+4.7044=38.8808报价工程量计算表序号项目名称计量单位数量计算公式1平整场地M2200.08(3.6*2+4..8+0.22*2+4))*(5.44+2.4++0.2*22+4)=2200.0882挖掘机挖土1000M30.2162(12.4+0.88*2+1..6*0.333)*(8.22+0.8*22+1.6**0.33))*1.6+1/3*0.333*0.333*1.66*1.6**1.6=2240.222240.22*990%=216.200M33人工挖土M324.02240.22*110%=24.024铲运机运土2000m1000M30.1922240.22*880%=192.118M3(坑边余土240..22-192.118=48.004)5基础回填土M372.22240.22-((3.6*22+4.8++0.2*22)*(5..4+2.44+0.2**2)*(11.5-0..3)-底板34.104-垫垫层(3.6*22+4.8++0.6*22)*(5..4+2.44+0.6**2)*0..1=6铲运机运土运回填填土200mm1000M30.024272.22-488.04=24.188M37现浇C25砼满堂基础础M338.81底板：(3.6**2+4.88+0.5**2)*(55.4+2..4+0.55*2)*00.3-[(3.6*22+4.8++0.45**2)+((5.4+22.4+0..45*2))]*2*00.1*0..1*1/22=34.104反梁：0.4*00.2*[((12.0++7.8)**2+(7..4*2+44.4)]==4.70048现浇C10砼基础垫层层M311.88(3.6*2+4..8+0.66*2)*((5.4+22.4+0..6*2)**0.1=报价计算表项目编码计价表编号项目名称计量单位数量综合单价（元）合价（元）平整场地M2101.683.69374.951-98人工平整场地10M220.00818.74374.95小计374.950101010003001挖基础土方M3190.086.911313.081-203换挖掘机挖土1000M30.21622092.1+11455.008*0.114*(1+25%++12%)==2371..18512.651-161换铲运机铲运土2000m1000M30.19224918.24--0.16**3438..19*(1+25%++12%)==4164..59800.43