ﻩ参考答案案例一项目名称计算式建筑面积(m2)挑廊S=10*1.4=14.00凹阳台S=3.6*1.8*1/2=3.24半凹半挑阳台S=[3*2+(3-0.12*2)*0.8]*1/2=4.10挑阳台S=2.8*2*1/2=2.80案例二表二1,挖土深度:1.6m1.7m89.93205.42计算式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(题干计算说明明要求将工作面及放坡方量计入清单工程量中)2,67.98186.83计算式:V=205.416-5.29-11.373-1.92=186.8333,11.4018.58计算式:V=205.416-5.29-186.833=18.584项目编码:010404001001(此为除砼垫层以外垫层项目)0105010010014.415.29计算式:V=2.3*2.3*0.1*10=5.295,10.411.37计算式:V方台=2.1*2.1*0.15=0.6615V棱台=1/3*0.25[(0.4+0.05*2)2*+2.12+(0.4+0.05*2)*2.1]=0.476V=(0.6615+0.4758)*10=11.3736,2.721.92计算式:V=0.4*0.4*1.2*10=1.92表三工程量:2.721.92清单项目综合单价:630.48表四工程量:79.38205.42清单项目综合单价:19.2114.75序号定额编号定额项目单位数量综合单价单价合价序号定额编号定额项目单位数量综合单价单价合价1AD0063现浇C20砼矩形柱m32.72235.45640.4221.92687.513TB0010现浇砼模板安装、拆除矩形柱m219.2027.24523.014清单项目合价m32.72235.45640.4251.921210.526清单项目综合单价m31.00235.457630.481AA0004挖基坑土方深2m内m3103.1912.221157.192205.422510.233AA0015人力车运土方运矩50m内m3103.193.62373.554143.79520.525清单项目合价m3103.191531.346205.423030.757清单项目综合单价m31.0019.29814.75模板计算式S=0.4*4*1.2*10=19.2人力运土方计算式V=205.42*0.7=143.79案例三1,0111020300101110203001*62.6457.83计算式: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规范与09定额计算规则不同)坑爹2,5.404.84计算式: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计算式: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计算式:S=(3.6-0.24)*(5.8-0.24)+(5.8-0.24)*(7.2-0.24)=57.379(13规范不扣除间壁墙、垛、柱、附墙烟囱、检查口和管道所占面积)5,139.44132.88计算式: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计算式: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=5.3527,011001003001011001003001*139.44132.22计算式: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计算式: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,项目编码:010404001001(此为除砼垫层以外垫层项目)0105010010016.265.78计算式:V=57.826*0.1=5.78310,62.6465.16计算式: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计算式:S=(5.8-0.24)*(10.8-0.24)=58.714案例四序号项目名称计算式费用(元/m3)1原价(72*9+54*8.8+54*8.2)/180=8.7002运输费(72*71+54*52+54*67)*1.5*0.19/180=18.2693装卸费1.5*1.8=2.7004调车费1.5*0.84=1.2605运输损耗费(8.7+18.269+2.7+1.26)*3%=0.9286采管费(8.7+18.269+2.7+1.26+0.928)*2.5%=0.7967材料预算价格32.653