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1、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：1.6m 1.7m 89.93 205.42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
2、入清单工程量中) 2, 67.98 186.83计算式:V=205.416-5.29-11.373-1.92=186.8333,11.40 18.58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)0105010010014.41 5.29计算式:V=2.3*2.3*0.1*10=5.29 5, 10.4 11.37计算式:V方台=2.1*2.1*0.15=0.6615V棱台=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
3、=11.373 6, 2.72 1.92计算式:V=0.4*0.4*1.2*10=1.92表三工程量: 2.72 1.92 清单项目综合单价: 630.48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m32.72 235.45640.4221.92 687.513TB0010现浇砼模板安装、拆除矩形柱m219.20 27.24523.01 4清单项目合价m32.72 235.45640.4251.92 1210.52 6清单项目综合单价m31.00 235.457630.48表四工程量: 79.38 205.42 清单项目综合单价: 19.2114.75序号定额
4、编号定额项目单位数量综合单价单价合价1AA0004挖基坑土方深2m内m3103.19 12.22 1157.192205.42 2510.233AA0015人力车运土方运矩50m内m3103.19 3.62 373.55 4143.79 520.52 5清单项目合价m3103.19 1531.346205.42 3030.75 7清单项目综合单价m31.00 19.29 814.75 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, 01110203001 01110203001* 62.6457.83计算式:S=(3.6-0.2
5、4)*(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=
6、(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=5.3527,011001003001 011001003001* 139.441
7、32.22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-
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)/1808.700 2运输费(72*71+54*52+54*67)*1.5*0.19/18018.269 3装卸费1.5*1.82.700 4调车费1.5*0.841.260 5运输损耗费(8.7+18.269+2.7+1.26）*30.928 6采管费(8.7+18.269+2.7+1.26+0.928）*2.50.796 7材料预算价格32.653
