四川土建造價員考試真題及答案含計算過程

參考答案案例一項目名稱計算式建筑面積（m2))挑廊S=10*1.44=14.00凹陽臺S=3.6*1..8*1/22=3.24半凹半挑陽臺S=[3*2+((3-0.112*2)**0.8]**1/2=4.10挑陽臺S=2.8*2**1/2=2.80案例二表二1，挖土深度：1.6m1.7m89.93205.42計算式V=1/3*1.7*[(2.3+0.3*2)2+(2.3+0.3*2+2*0.33*1.7)2+(2.3+0.3*2)*(2.3+0.3*2+2*0.33*1.7)]*10=1/3*1.7*(8.41+16.176+11.664)*10=205.416(題干計算說明明要求將工作面及放坡方量計入清單工程量中)2,67.98186.83計算式:V==186.8333,11.4018.58計算式:V==18.58項目編碼:(此為除砼墊層以外墊層項目)4.415.29計算式:V=2.3*2.3*0.1*10=5.295,10.411.37計算式:V方臺=2.1*2.1*0.15=0.6615V棱臺=1/3*0.25[(0.4+0.5*2)2*+2.12+(0.4+0.5*2)*2.1]=0.476V=(0.6615+0.4758)*10=11.3736,2.721.92計算式:V=0.4*0.4*1.2*10=1.92表三工程量:2.721.92清單項目綜合單價:630.48序號定額編號定額項目單位數(shù)量綜合單價單價合價1AD0063現(xiàn)澆C20砼矩形形柱m32.72235.45640.4221.92687.513TB0010現(xiàn)澆砼模板安裝、拆拆除矩形柱m219.2027.24523.014清單項目合價m32.72235.45640.4251.921210.526清單項目綜合單價價m31.00235.457630.48表四工程量:79.38205.42清單項目綜合單價:19.2114.75序號定額編號定額項目單位數(shù)量綜合單價單價合價1AA0004挖基坑土方深22m內m3103.1912.221157.192205.422510.233AA0015人力車運土方運運矩50m內m3103.193.62373.554143.79520.525清單項目合價m3103.191531.346205.423030.757清單項目綜合單價價m31.0019.29814.75模板計算式S=0.4*4*1.2*10=19.2人力運土方計算式V=205.42*0.7=143.79案例三1,01110203001*62.6457.83計算式:S=(3.6-0.24)*(5.8-0.24)*3+0.24*1.2+0.24*0.9+(5.8-0.24*2)*0.24=57.826(13規(guī)范與09定額計算規(guī)則不同)坑爹2,5.404.84計算式:S=[(3.6-0.24+5.8-0.24)*2+(5.8-0.24+7.2-0.24)*2+0.12*4-0.9*2-1.2]*0.12=4.8433,147.84117.47計算式:S=[(3.6-0.24+5.8-0.24)*2+(5.8-0.24+7.2-0.24)*2+0.12*4]*(3.3-0.13)-0.9*2*2-1.2*2.4-1.5*1.8*5=117.4714,62.6457.38計算式:S=(3.6-0.24)*(5.8-0.24)+(5.8-0.24)*(7.2-0.24)=57.379(13規(guī)范不扣除間壁墻、垛、柱、附墻煙囪、檢查口和管道所占面積)5,139.44132.88計算式:S=[5.8+0.24+10.8+0.24+(0.02+0.008+0.01)*2]*2*(4.2+0.15)-1.2*2.4-1.5*1.8*5=132.8776,4.625.35計算式:S=[1.2-0.018+2.4*2-0.018*2+(1.5-0.018*2+1.8-0.018*2)*2*5]*0.14=5.352計算式:S=(5.8+0.24+10.8+0.24)*2*(4.2+0.15)-1.2*2.4-1.5*1.8*5=132.2168,210.48179.67計算式:S=117.471+57.379-0.12*.24*2+[(2*2+0.9)*2+1.2+2.4*2+(1.5+1.8)*2*5]*0.1=179.6729,項目編碼:(此為除砼墊層以外墊層項目)6.265.78計算式:V=57.826*0.1=5.78310,62.6465.16計算式:S=(5.8-0.24)*(10.8-0.24)+(5.8-0.24+10.8-0.24)*2*0.2=65.16211,62.6465.16同上10,62.6458.71計算式:S=(5.8-0.24)*(10.8-0.24)=58.714案例四序號項目名稱計算式費用（元／m3）1原價(72*9+54**8.8+554*8.22)/1800＝8.7002運輸費(72*71+544*52+554*67))*1.5**0.19//180＝18.2693裝卸費1.5*1.8＝＝2.7004調車費1