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1、评分参考标准：项目名称和工程数量，每空1分，计算式每空2分，项目编码和单位，每空0.5分。2009 年重庆市全国建设工程造价员资格考试试题计量与计价实务（建筑专业）（B）参考答案一、单项选择题1.D 2.D 3.C 4.D 5.B 6.B 7.C 8.C 9.B 10.A 11.D 12.B 13.C 14.C 15.B 16.D 17.C 18.D 19.C 20.C 二、多项选择题1.ABCE2.ABD3.ACD 4.ABDE5.ADE 6.ABE 7.ACDE 8.ABCE 9.BCD 10.BDE 三、解：|精.|品.|可.|编.|辑.|学.|习.|资.|料.*|*|*|*|欢.|迎.
2、|下.|载.第 1 页，共 3 页四、表3 分部分项工程量清单综合单价分析表2序号项目编码项目名称工作内容综合单价组成综合单价人工费材料费机械费管理费利润1 020102002001 块料楼地面略16.61 129.11 0.4 4.98 1.66 152.76 2 020105006001 木质踢脚线略21.45 81.11 1.77 6.44 2.15 112.91 3 020208001001 柱面装饰略58.85 69.28 0.04 17.66 5.89 151.71 4 020302001001 天棚吊顶略19.8 52.25 0 5.94 1.98 79.97 5 0205090
3、01001 墙纸裱糊略9.9 19.33 0 2.97 0.99 33.19 人工费、材料费、机械费、综合单价每空1 分，管理费、利润每空0.5 分。五、（20 分）序号部位单位工程量计算式1 上部纵筋长度m 7800 7000-300-300+（单根长度）(0.5*600+5*20+15*20)*2=7000-300-300+700*2=7800(0.5*600+5*25+15*25)*2=7000-300-300+800*2=80008000 7000-300-300+F 部纵筋长度 m（单根长度）|精.|品.|可.|编.|辑.|学.|习.|资.|料.*|*|*|*|欢.|迎.|下.|载.
4、第 2 页，共 3 页文档编码:CK5G1B9Y5E5 HS1D7K9B1X2 ZA8H6I2Q1A6文档编码:CK5G1B9Y5E5 HS1D7K9B1X2 ZA8H6I2Q1A6文档编码:CK5G1B9Y5E5 HS1D7K9B1X2 ZA8H6I2Q1A6文档编码:CK5G1B9Y5E5 HS1D7K9B1X2 ZA8H6I2Q1A6文档编码:CK5G1B9Y5E5 HS1D7K9B1X2 ZA8H6I2Q1A6文档编码:CK5G1B9Y5E5 HS1D7K9B1X2 ZA8H6I2Q1A6文档编码:CK5G1B9Y5E5 HS1D7K9B1X2 ZA8H6I2Q1A6文档编码:CK5G
5、1B9Y5E5 HS1D7K9B1X2 ZA8H6I2Q1A6文档编码:CK5G1B9Y5E5 HS1D7K9B1X2 ZA8H6I2Q1A6文档编码:CK5G1B9Y5E5 HS1D7K9B1X2 ZA8H6I2Q1A6文档编码:CK5G1B9Y5E5 HS1D7K9B1X2 ZA8H6I2Q1A6文档编码:CK5G1B9Y5E5 HS1D7K9B1X2 ZA8H6I2Q1A6文档编码:CK5G1B9Y5E5 HS1D7K9B1X2 ZA8H6I2Q1A6文档编码:CK5G1B9Y5E5 HS1D7K9B1X2 ZA8H6I2Q1A6文档编码:CK5G1B9Y5E5 HS1D7K9B1X2
6、ZA8H6I2Q1A6文档编码:CK5G1B9Y5E5 HS1D7K9B1X2 ZA8H6I2Q1A6文档编码:CK5G1B9Y5E5 HS1D7K9B1X2 ZA8H6I2Q1A6文档编码:CK5G1B9Y5E5 HS1D7K9B1X2 ZA8H6I2Q1A6文档编码:CK5G1B9Y5E5 HS1D7K9B1X2 ZA8H6I2Q1A6文档编码:CK5G1B9Y5E5 HS1D7K9B1X2 ZA8H6I2Q1A6文档编码:CK5G1B9Y5E5 HS1D7K9B1X2 ZA8H6I2Q1A6文档编码:CK5G1B9Y5E5 HS1D7K9B1X2 ZA8H6I2Q1A6文档编码:CK5G
7、1B9Y5E5 HS1D7K9B1X2 ZA8H6I2Q1A6文档编码:CK5G1B9Y5E5 HS1D7K9B1X2 ZA8H6I2Q1A6文档编码:CK5G1B9Y5E5 HS1D7K9B1X2 ZA8H6I2Q1A6文档编码:CK5G1B9Y5E5 HS1D7K9B1X2 ZA8H6I2Q1A6文档编码:CK5G1B9Y5E5 HS1D7K9B1X2 ZA8H6I2Q1A6文档编码:CK5G1B9Y5E5 HS1D7K9B1X2 ZA8H6I2Q1A6文档编码:CK5G1B9Y5E5 HS1D7K9B1X2 ZA8H6I2Q1A6文档编码:CK5G1B9Y5E5 HS1D7K9B1X2
8、ZA8H6I2Q1A6文档编码:CK5G1B9Y5E5 HS1D7K9B1X2 ZA8H6I2Q1A6文档编码:CK5G1B9Y5E5 HS1D7K9B1X2 ZA8H6I2Q1A6文档编码:CK5G1B9Y5E5 HS1D7K9B1X2 ZA8H6I2Q1A6文档编码:CK5G1B9Y5E5 HS1D7K9B1X2 ZA8H6I2Q1A6文档编码:CK5G1B9Y5E5 HS1D7K9B1X2 ZA8H6I2Q1A6文档编码:CK5G1B9Y5E5 HS1D7K9B1X2 ZA8H6I2Q1A6文档编码:CK5G1B9Y5E5 HS1D7K9B1X2 ZA8H6I2Q1A6文档编码:CK5G
9、1B9Y5E5 HS1D7K9B1X2 ZA8H6I2Q1A6文档编码:CK5G1B9Y5E5 HS1D7K9B1X2 ZA8H6I2Q1A6文档编码:CK5G1B9Y5E5 HS1D7K9B1X2 ZA8H6I2Q1A6文档编码:CK5G1B9Y5E5 HS1D7K9B1X2 ZA8H6I2Q1A6文档编码:CK5G1B9Y5E5 HS1D7K9B1X2 ZA8H6I2Q1A6文档编码:CK5G1B9Y5E5 HS1D7K9B1X2 ZA8H6I2Q1A6文档编码:CK5G1B9Y5E5 HS1D7K9B1X2 ZA8H6I2Q1A6文档编码:CK5G1B9Y5E5 HS1D7K9B1X2
10、ZA8H6I2Q1A6文档编码:CK5G1B9Y5E5 HS1D7K9B1X2 ZA8H6I2Q1A6文档编码:CK5G1B9Y5E5 HS1D7K9B1X2 ZA8H6I2Q1A6文档编码:CK5G1B9Y5E5 HS1D7K9B1X2 ZA8H6I2Q1A63 箍筋长度（单根长度）m 1990.4 2022 或(300-2*25+700-2*25*2+2*11.9*8=1990.4)或(300-2*25+8+700-2*25+8*2+2*11.9*8=2022)4 加密区长度 m 1400 2*700=1400（一端加密区）5 加密区箍筋根根15(1400-50)数（一端加密区）/100+
11、1=14.5=15 6 中间非加密区根17(7000-300-300-1400*2)箍筋根数/200-1=17 7 箍筋总根数根47 17+15*2=47 工程量每空1 分，计算式：序丿号1-6,每空 2 分，序号 7，每空 1 分。六、（10 分）问题(1)V 混凝土=(1.3*1.25*0.3+0.8*0.85*0.25)*5=(0.4875+0.170)*5=3.29m3(5 分)问题(2)V 土=(1.3+0.1*2)*(1.25+0.1*2)*1.3*5=2.175*1.3*5=2.828*5=14.14 m3(3 分)问题(3)施工单位开挖量=(1.3+0.1*2+0.3*2)*(
12、1.25+0.1*2+0.3*2)*1.3*5=4.305*1.3*5=5.597*5=27.98 m3(2 分)|精.|品.|可.|编.|辑.|学.|习.|资.|料.*|*|*|*|欢.|迎.|下.|载.第 3 页，共 3 页文档编码:CK5G1B9Y5E5 HS1D7K9B1X2 ZA8H6I2Q1A6文档编码:CK5G1B9Y5E5 HS1D7K9B1X2 ZA8H6I2Q1A6文档编码:CK5G1B9Y5E5 HS1D7K9B1X2 ZA8H6I2Q1A6文档编码:CK5G1B9Y5E5 HS1D7K9B1X2 ZA8H6I2Q1A6文档编码:CK5G1B9Y5E5 HS1D7K9B1
13、X2 ZA8H6I2Q1A6文档编码:CK5G1B9Y5E5 HS1D7K9B1X2 ZA8H6I2Q1A6文档编码:CK5G1B9Y5E5 HS1D7K9B1X2 ZA8H6I2Q1A6文档编码:CK5G1B9Y5E5 HS1D7K9B1X2 ZA8H6I2Q1A6文档编码:CK5G1B9Y5E5 HS1D7K9B1X2 ZA8H6I2Q1A6文档编码:CK5G1B9Y5E5 HS1D7K9B1X2 ZA8H6I2Q1A6文档编码:CK5G1B9Y5E5 HS1D7K9B1X2 ZA8H6I2Q1A6文档编码:CK5G1B9Y5E5 HS1D7K9B1X2 ZA8H6I2Q1A6文档编码:C
14、K5G1B9Y5E5 HS1D7K9B1X2 ZA8H6I2Q1A6文档编码:CK5G1B9Y5E5 HS1D7K9B1X2 ZA8H6I2Q1A6文档编码:CK5G1B9Y5E5 HS1D7K9B1X2 ZA8H6I2Q1A6文档编码:CK5G1B9Y5E5 HS1D7K9B1X2 ZA8H6I2Q1A6文档编码:CK5G1B9Y5E5 HS1D7K9B1X2 ZA8H6I2Q1A6文档编码:CK5G1B9Y5E5 HS1D7K9B1X2 ZA8H6I2Q1A6文档编码:CK5G1B9Y5E5 HS1D7K9B1X2 ZA8H6I2Q1A6文档编码:CK5G1B9Y5E5 HS1D7K9B1
15、X2 ZA8H6I2Q1A6文档编码:CK5G1B9Y5E5 HS1D7K9B1X2 ZA8H6I2Q1A6文档编码:CK5G1B9Y5E5 HS1D7K9B1X2 ZA8H6I2Q1A6文档编码:CK5G1B9Y5E5 HS1D7K9B1X2 ZA8H6I2Q1A6文档编码:CK5G1B9Y5E5 HS1D7K9B1X2 ZA8H6I2Q1A6文档编码:CK5G1B9Y5E5 HS1D7K9B1X2 ZA8H6I2Q1A6文档编码:CK5G1B9Y5E5 HS1D7K9B1X2 ZA8H6I2Q1A6文档编码:CK5G1B9Y5E5 HS1D7K9B1X2 ZA8H6I2Q1A6文档编码:C
16、K5G1B9Y5E5 HS1D7K9B1X2 ZA8H6I2Q1A6文档编码:CK5G1B9Y5E5 HS1D7K9B1X2 ZA8H6I2Q1A6文档编码:CK5G1B9Y5E5 HS1D7K9B1X2 ZA8H6I2Q1A6文档编码:CK5G1B9Y5E5 HS1D7K9B1X2 ZA8H6I2Q1A6文档编码:CK5G1B9Y5E5 HS1D7K9B1X2 ZA8H6I2Q1A6文档编码:CK5G1B9Y5E5 HS1D7K9B1X2 ZA8H6I2Q1A6文档编码:CK5G1B9Y5E5 HS1D7K9B1X2 ZA8H6I2Q1A6文档编码:CK5G1B9Y5E5 HS1D7K9B1
17、X2 ZA8H6I2Q1A6文档编码:CK5G1B9Y5E5 HS1D7K9B1X2 ZA8H6I2Q1A6文档编码:CK5G1B9Y5E5 HS1D7K9B1X2 ZA8H6I2Q1A6文档编码:CK5G1B9Y5E5 HS1D7K9B1X2 ZA8H6I2Q1A6文档编码:CK5G1B9Y5E5 HS1D7K9B1X2 ZA8H6I2Q1A6文档编码:CK5G1B9Y5E5 HS1D7K9B1X2 ZA8H6I2Q1A6文档编码:CK5G1B9Y5E5 HS1D7K9B1X2 ZA8H6I2Q1A6文档编码:CK5G1B9Y5E5 HS1D7K9B1X2 ZA8H6I2Q1A6文档编码:CK5G1B9Y5E5 HS1D7K9B1X2 ZA8H6I2Q1A6文档编码:CK5G1B9Y5E5 HS1D7K9B1X2 ZA8H6I2Q1A6文档编码:CK5G1B9Y5E5 HS1D7K9B1X2 ZA8H6I2Q1A6文档编码:CK5G1B9Y5E5 HS1D7K9B1X2 ZA8H6I2Q1A6文档编码:CK5G1B9Y5E5 HS1D7K9B1X2 ZA8H6I2Q1A6文档编码:CK5G1B9Y5E5 HS1D7K9B1X2 ZA8H6I2Q1A6