2011年四川省造价员开卷考试真题(土建专业)及答案 2.doc

第一题序号项目编号项目名称项目特征描述计量单位工程量计算式工程数量1010101003001挖基础土方 m32.3*2.3*1.7*10=89.9389.93 2010103001001土方回填其余土方在基坑边堆放m389.93-5.29-11.373-1.92=71.34771.35 3010101003002弃(余)土外运机械运输1kmm389.93-71.34718.58 4010401006001独立柱基础垫层m32.3*2.3*0.1*10=5.295.29 5010401002002独立基础m3(2.1*2.1*0.15+1/3*(0.5*0.5+2.1*2.1+0.5*2.1)*0.25)*10=11.37311.37 6010402001001矩形柱m30.4*0.4*1.2*10=1.921.92 工程名称：某工程计量单位：m3项目编号：010101003001工程量：89.93项目名称：挖基础土方清单项目综合单价：31.42元序号定额编号定额项目单位计算式数量单价合价1AA0004沟槽、基坑(深度) 2mm3(2.3+2*0.3+0.33*1.7)*(2.3+2*0.3+0.33*1.7)*1.7+1/3*0.33*0.33*1.7*1.7*1.7*10=205.418205.4211.222304.79 2AA0015人力车运土(石)方 运距50mm3205.418*0.7=143.793143.793.62520.53 3清单项目合价m389.932825.32 4清单项目综合单价m3131.42 第二题四线一面:L中=(3.3+3.0+3.2+1.8+1.8)*2 或 L中=(7.04-0.24+6.54-0.24)*2=26.2L内=(7.04-0.24*2)+(3.0-0.24)=9.32L外=(7.04+6.54)*2=27.16L房=(3.3-0.24+7.04-0.24*2)*2+(3.0-0.24+3.6-0.24)*2+(3.0-0.24+3.2-0.24)*2=42.92S底=7.04*6.54=46.0416序号项目编号项目名称项目特征描述计量单位工程量计算式工程数量1020102002001防滑地砖地面100mmm2门洞口处不增加面积列式一：(7.04-0.24*2)*(6.54-0.24*2)-(7.04-0.24*2+3.0-0.24)*0.24+(0.9+0.8*2)*0.24列式二：S底-(L中+L内)*0.2437.52 2020105003002彩釉砖踢脚板m2列式一：(7.04-0.24*2)+(6.54-0.24*3)+(7.04-0.24*3)+(6.54-0.24*3-0.9)+(7.24-0.24*2-0.8*2)+(7.24-0.24*3-0.8*2)+(3.0-0.24)*2*0.12列式二：(L房-0.9-0.8*2-0.8-0.8)*0.124.66 3020201001003墙面一般抹灰m2列式一：(7.04-0.24*2)+(6.54-0.24*3)+(7.04-0.24*3)+(6.54-0.24*3)+(7.04-0.24*2)+(7.04-0.24*3)+(3.0-0.24)*2*(3-0.1)-0.9*2.1-0.8*2.1*4-3.0*1.8-1.8*1.8*2列式二：L房*(3-0.1)-0.9*2.1-0.8*2.1*4-3.0*1.8-1.8*1.8*2103.98 4020301001004天棚一般抹灰m2列式一：(7.04-0.24*2)*(6.54-0.24*2)-(7.04-0.24*2+3.0-0.24)*0.24列式二：S底-(L中+L内)*0.2437.52 5020204003005块料墙面白m2按设计图示尺寸以镶贴面积计算列式一：(7.04*2+6.54*2+8*(0.05+0.02+0.008+0.012)*(0.15+3.56)-0.9*2.1-3.0*1.8-1.8*1.8*2列式二：(L外+8*(0.05+0.02+0.008+0.012)*(0.15+3.56)-0.9*2.1-3.0*1.8-1.8*1.8*289.66 6020206003006块料零星项目白m2按设计图示尺寸以镶贴面积计算(本部分未做保温)(0.9-2*(0.008+0.012)+(2.1-2*(0.008+0.012)*2+(3.0-2*(0.008+0.012)*2+(1.8-2*(0.008+0.012)*2+(1.8-2*(0.008+0.012)*4*2*0.25.70 7010803003007保温隔热外墙面20mm厚聚合物抗裂砂浆m2列式一：(7.04*2+6.54*2)*(0.15+3.56)-0.9*2.1-3.0*1.8-1.8*1.8*2列式二：L外*(0.15+3.56)-0.9*2.1-3.0*1.8-1.8*1.8*286.99 8020401010008成品装饰门安装中空玻璃 5+12A+5(mm)m20.8*2.1*23.36 9020402006009防盗门m20.9*2.11.89 10020406007010塑钢窗m23.0*1.8+1.8*1.8*211.88 11020506001011墙抹灰面油漆立邦乳胶漆m2墙面一般抹灰+门窗侧壁-踢脚线103.978+(0.9+2.1*2)+(3.0*2+1.8*2)+1.8*4*2+(0.8+2.1*2)*4*0.1-4.658104.23 12020506001012天棚抹灰面油漆立邦乳胶漆m2同天棚一般抹灰37.52 第三题序号规格计算式钢柱根数工程量(kg)1100b(32090)2.97*43.25*22513.81 2L1001008