上半年造价员考试试题及答案.doc

2011年上半年造价员考试试题答案整理人：郭卫民2011年6月18日试卷一工程量计算表序号定额编号项目名称单位计算式工程量一、建筑面积及其相应定额列项1建筑面积m2S=S1=(21.48-0.4)14.28=21.0814.28301.02215-1脚手架使用费100m2A=301.021003.01316-3大型垂直运输机械使用费m2A=301.02301.02418-9工程水电费m2A=301.02301.02二、土方工程51-1场地平整m2A=301.021.4421.4361-3人工挖基坑m3H=2.6-0.45=2.151.5 放坡560.87VJ-1=(2.78+0.6) (2.78+0.6)+ (2.78+0.6+ 2.78+0.6) 20.82 2.158=48.3988=387.184VJ-2=(3.66+0.6) (2.78+0.6)+(3.66+0.6+2.78+0.6) 20.82 2.153=57.8963=173.688V=387.184+173.688=560.87271-4人工挖沟槽m3H=1.6-0.45=1.151.5 放坡 L沟中=(30.12+6.12)2=72.48 L沟净=12-0.844=8.64V=(1.2+0.6+0.59)72.48+(1+0.6+0.59)8.641.6307.4475-1C10砼基础垫层(现场搅拌)m3V=1.272.48+1(8.64+0.34)0.1=(1.272.48+9.84)0.19.6885-6C25砼带形基础(现场搅拌)m3下半部：V=172.48+0.8(9.84+0.4)0.3=(72.48+10.24)0.3=24.20 上半部：V=0.36(72.48-0.3612)+0.24(12-0.48)0.5=(0.3668.16+0.2411.52)0.5= 13.65 V=24.20+13.65=37.8537.8594-1M5水泥砂浆砌筑红机砖基础m3室外设计地坪以下：V=(0.36568.16+0.2411.52)(1-0.3)=19.35室外设计地坪以上：V=(0.36568.16+0.2411.52)0.3=8.29V=19.35+8.2927.64101-7基础回填土m3室外设计地坪以下柱：V=0.360.36(1.5-0.3)12=1.87V=307.44-9.68-37.85-19.35-1.87238.69111-14房心回填土m3房间净面积A=197.51-0.3672.48-0.2411.52=(30-0.126)(6-0.24)= 168.653V=168.6530.1118.55131-133:7灰土垫层m3V=168.6530.116.87141-15余亏土运输m3V=307.44-238.69-18.55-0.916.8735.02三、门窗工程M1 A=1.482.39=3.537 M2 A=0.982.39=2.342 C1 A=1.771.77=3.133 156-10硬木带亮自由门m2AM1=3.53727.07166-2胶合板门m2AM2=2.34212.34176-46塑钢双玻推拉窗m2AC1=3.133825.06186-114填充剂后塞口m2A=7.07+2.34+25.06 其中：外墙含V=7.07+25.06=32.13 内墙含V=2.3434.47四、混凝土工程195-17C30砼柱(现场搅拌)m3V=0.360.36(4+1.5)128.55205-24C30砼梁 (现场搅拌)m3V=0.30.668.16+(6-0.24)4=0.30.6(68.16+23.04)16.42215-29C30砼板 (现场搅拌)m3V=(30-0.12-0.34)(6-0.12)0.12=28.685.880.12=168.6380.1220.24225-27C25砼过梁(现场搅拌)m3外墙含V=0.360.24(22+2.38)=1.94 内墙含V=0.240.241.5=0.09 V=1.94+0.09=2.032.03五、模板工程237-11矩形柱普通模板m2A=0.364(4+1.5)1295.04247-18柱支撑高度3.6m以上每增高1mm2A=0.364(0.3+4-3.6)1212.10257-41有梁板普通模板m2A=168.638168.64267-52板支撑高度3.6m以上每增高1mm2判断超高：H=0.3+4-0.12-3.6=0.58 按超高1m算 A=168.638168.64277-28矩形梁普通模板m2AKL1、KL3、KL4 =(0.6+0.3+0.48)68.16=94.06 AKL2= (0.482+0.3)23.04=29.03A=94.06+29.03123.09287-37梁支撑高度3.6m以上每增高1mm2判断超高：H=0.3+4-0.6-3.6=0.1 按超高1m算 A=123.09123.09297-1基础垫层模板m2A=(72.48+9.84)2-140.1=160.640.116.06307-2有梁式带形基础模板m2上半部A=(68.16+11.52)20.5=79.68 下半部A=(72.48+10.24)2-0.840.3=48.67 A=79.68+48.67128.35六、砌筑工程314-23360mm厚KP1粘土空心砖框架间墙m3V=(68.163.4-32.13)0.365-1.9470.92324-22240mm厚KP1粘土空心砖框架间墙m3V=(5.7623.4-2.34)0.24-0.098.75334-24女儿墙m3V=0.240.6(30.24+6.24)210.51七、屋面工程女儿墙里皮包围面积A=306=180 女儿墙里皮周长L=(30+6)2=723412-35着色剂面层m2A=180+720.3201.63513-994mmSBS改性沥青防水卷材m2A=201.6201.63613-120厚水泥砂浆找平层m2A=201.6201.63712-1250厚浆铺加气砼屋面保温层m3V=1800.25453812-17平均70厚水泥焦渣找坡层m3V=1800.0712.6八、楼地面工程第一营业厅净面积A=11.765.76=67.74 第一营业厅净周长L=(11.76+5.76) 2=35.04391-1100厚3:7灰土垫层m3V=67.74 0.16.77401-750厚C10现浇砼垫层m3V=67.740.053.39411-63大理石面层(600mm600mm)m2A=67.74+0.181.5+0.121=67.74+0.54+0.1268.13421-173大理石踢脚mL=35.04-1.5-1+0.132+0.07232.94九、天棚工程432-43双层T型铝合金龙骨(不上人型)m2A=67.7467.74442-16嵌顶灯槽附加龙骨(600mm 600mm)个N=99452-76矿棉吸音板面层(600 mm600mm)m2A=67.74-0.6 0.6964.5十、墙面工程463-34砂浆粘贴金属釉面砖墙裙(勾缝)m2L外=(30.48+6.48) 2=73.92 A墙裙=73.920.9=66.528 减：门A=1.480.62=1.776 台阶A=30.32=1.8加：门侧壁A=0.130.64=0.312A=6.528-1.776-1.8+0.312=63.26463.26473-98第一营业厅室内墙面抹底灰m2L净=(12+6-0.242) 2=35.04 A内墙=35.043.4=119.136 减：门窗A=3.537+2.342+3.1333=15.278 A=119.136-15.278=103.86103.86483-106第一营业厅内墙高级乳胶漆面层m2A抹灰=103.86减：踢脚A=32.940.12=3.953 棚内多加200mm A=35.040.2=7.008加：门窗侧壁(2.42+1.5) 0.13+(2.42+1) 0.07+1.8330.13=3.331A=103.86-3.953-7.008+3.33196.23493-24外墙抹底灰L外=(30.48+6.48)2=73.92 A外墙=73.92(4.6+0.3-0.9)=295.68 减：门窗A=1.48(2.39-0.6)2+3.1338=30.362A=295.68-30.362=265.32265.32503-27外墙平壁型涂料A抹灰=265.32加：门窗侧壁A=1.52+(2.4-0.6) 22+1.838 0.13=6.942 A=265.32+6.942=272.262272.26试卷三工程量计算表序号定额编号项目名称单位计算式工程量一、建筑面积及其相应定额列项1建筑面积m2S=S1=16.87.2120.96215-1脚手架使用费100m2A=120.961001.21316-3大型垂直运输机械使用费m2A=120.96120.96418-10工程水电费m2A=120.96120.96二、土方工程51-1场地平整m2A=120.961.4169.3461-3人工挖基坑m3H=2.1-0.45=1.651.5 放坡 V= (2.2+0.6) (2.2+0.6)+2.840.48 1.658174.4571-4人工挖沟槽m3H=1.2-0.45=0.751.5 放坡 L沟中=(18.9+0.24+13.2+0.24) 2=65.16 L沟净=(18.9-0.762)+(6.6-0.76-0.8)4=37.54V=(1.16+0.6+0.59) 65.16+(1.00+0.6+0.59) 37.54 1.55=235.33861.55364.7771-57打钎拍底(假设机挖)m2L垫中=65.16 L垫净=37.54+0.6 5=40.54 A=65.161.16+40.541116.13三、门窗工程AM1 =1.782.39=4.254 AC1 =1.771.77=3.133 AC2 =1.471.77=2.60286-10硬木带亮自由门m2A=4.254 2=8.5088.5196-44塑钢双玻平开窗m2A=(3.133+2.602) 8=45.8845.88106-113水泥砂浆后塞口m2A=8.518.51116-114填充剂后塞口m2A=45.8845.88四、混凝土工程126-1C10预拌砼基础垫层m3V=1.1665.16+1.00(37.54+0.310) 0.1=116.130.111.61136-6换C30预拌砼基础m3下部 V=0.960.365.16+0.80.3(37.54+0.410)=28.736上部 V=0.360.4(65.16-0.610)+0.250.4(18.9-0.63+6.64-0.324)=12.629A=28.736+12.629=41.36541.37146-17C30预拌砼框架柱m3V=0.60.66.4 1227.65156-24C30预拌砼屋面框架梁m3V=0.30.6(18.9-0.63) 3+(13.2-0.62) 417.87166-29C30预拌砼屋面板m3(18.9-0.32) (13.2-0.3) 0.14=236.07 0.1433.05五、模板工程177-41有梁板普通模板m2A=236.07236.0718(7-52)2板支撑高度3.6m以上每增高1mm2判断超高：0.45+4.8-0.14-3.6=1.51 按超高2m算 A=236.07236.07六、砌筑工程194-23KP1粘土空心砖框架间墙360m3L=(19.5-0.64+13.8-0.63) 2=58.2 H=4.8-0.6=4.2 V=58.24.20.365=89.221减：VGL=0.360.24(1.8+0.5) 2+(1.8+0.5) 8+(1.5+0.5) 8=3.37 VMC=0.365(8.508+45.88)=19.852V=89.221-3.37-19.852=6666204-24女儿墙m30.240.8 (19.5-0.24 +13.8-0.24)2=0.24 0.8 66.1212.60214-1M5水泥砂浆砌筑红机砖基础m3室外设计地坪以下砖基础： 0.365 0.75 (65.16-0.6 10) =16.20室外设计地坪至0.000砖基础： 0.365 0.45 (65.16-0.6 10)=9.7225.92七、屋面工程屋面净面积A净= (18.9+0.12) (13.2+0.12)=253.346屋面净周长 L净= (18.9+0.12+13.2 +0.12) 2=64.682212-35着色剂面层m2A=253.346+64.680.3272.752313-994mmSBS改性沥青防水卷材m2A=272.75272.752413-120厚水泥砂浆找平层m2A=272.75272.752512-1浆铺加气砼块保温层m3V=253.3460.2563.342612-17平均70厚水泥焦渣2%找坡层m3V=253.3460.0717.73八、楼地面工程营业大厅净面积A净=(18.9-0.12) (13.2-0.12) =245.642营业大厅净周长L净=(18.9-0.12+13.2-0.12) 2=63.72271-1100厚3:7灰土垫层m3V=245.6420.124.56281-950厚C10预拌砼垫层m3V=245.6420.0512.28291-6340厚大理石面层(600600)m2A净=245.642加：伸入门部分A=0.181.82=0.648 减：柱侧边A=0.240.244+0.240.66+0.60.62=1.814A=245.642+0.648-1.814=244.476244.48301-173120mm地砖踢脚mL净=63.72 加：门侧边L=(0.36-0.1)24=0.52 柱侧边L=(0.6-0.36) 12=2.88减：门宽L=1.82=3.6L=63.72+0.52+2.88-3.6=63.5263.52311-212室外砼散水m2L散中=(19.5+0.88+13.8+0.88) 2=70.12 A散=(70.12-3.62) 0.8855.37九、天棚工程322-39T型铝合金龙骨(单层吊挂式)m2A=245.642245.64332-16嵌顶灯槽附加龙骨(600mm 600mm)个N=1212342-76矿棉吸音板面层(600 600)m2A=245.64-0.6 0.6 12241.32十、墙面工程353-34砂浆粘贴金属釉面砖(勾缝)外墙裙m2A=(19.5+13.8) 20.9=59.94加：门侧壁A=0.450.134=0.234 减：台阶A=(3.6+3.0+2.4) 0.152=2.7 墙裙内门A=1.780.452=1.602A = 59.94+0.234-2.7-1.602=55.87255.87363-98内墙抹底灰m2L=63.72+0.2426=66.6 A=66.64.2279.72 减：门窗A=8.51+45.88=54.39 A=279.72-54.39=225.33225.33373-106内墙高级乳胶漆M2A=225.33加：门窗侧壁A=(1.8+2.42)2+(1.8+1.82)8+ (1.5+1.82)80.1312.636减：踢脚A=0.1263.52=7.622A=225.33+12.636-7.622-0.266.6=217.02217.02试卷五工程量计算表序号定额编号项目名称单位计算式工程量一、建筑面积及其相应定额列项1建筑面积m2S=(13.5+0.4) (14.2+0.4) 2+4.851.52=202.942+3.638409.52215-6脚手架使用费100m2A=409.521004.10316-5大型垂直运输机械使用费m2A=409.52409.52418-10工程水电费m2A=409.52409.52二、门窗工程AM1=0.971.99=1.930 AM2=1.472.39=3.513 AM3=1.772.39=4.230AC1=1.771.47=2.602 AC2=1.171.47=1.720 AC3=1.170.97=1.13556-1纤维板门m2A=1.930713.5166-63不锈钢有框玻璃门m2A=3.513+4.2307.7476-46塑钢双玻推拉窗m2A=2.60210+1.7203+1.135233.4581-113水泥砂浆后塞口m2A=13.51+3.513+4.23021.2591-114填充剂后塞口m2A=33.4533.45三、屋面工程女儿墙内包面积A=13.514.2=191.7 女儿墙里皮周长：(13.5+14.2) 2=55.41012-31浆铺水泥砖m2A=191.7191.71113-831.2mm厚三元乙丙橡胶防水卷材m2A=191.7+55.40.25205.551213-841.5mm厚三元乙丙橡胶防水卷材m2A=205.55205.551313-120厚水泥砂浆找平层m2A=205.55205.551412-18水泥粉煤灰页岩陶粒找坡层平均60mm厚m3V=191.70.0611.501512-9陶粒砼块干铺200厚保温层m3V=191.70.238.34四、楼地面工程营业厅净面积A=13.514.2-(2.7+0.05) (8-0.1)=169.98 营业厅周长L=(13.5+14.2) 2=55.4161-52建筑胶水泥砂浆粘铺地砖m2A净=169.98加：伸入门部分A=1.80.1=0.18减：柱占面积A=0.20.23+0.40.4+0.20.43+0.20.3=0.58A=169.98+0.18-0.58=169.58169.58171-1420厚水泥砂浆找平层m2A=169.98169.98181-9换C15预拌砼垫层m3V=169.980.058.50191-13:7灰土垫层m3V=169.980.117201-171地砖踢脚mL=55.4加：门柱侧边L=0.26+0.052=1.3 减：门宽L=1+1.8=2.8L=55.4+1.3-2.853.9211-212混凝土散水m2A=(13.5+0.4+0.9+14.2+0.4+0.9) 2-2.7-4.88 0.947.72五、天棚工程2号办公室净面积A=(7.2-0.07) (6.2-0.07)=43.707222-8办公室2 U型轻钢龙骨(单层吊挂式)m2A=43.70743.71232-16办公室2嵌顶灯槽附加龙骨(1000mm250mm)个N=44242-69办公室2纸面石膏板面层(800800)m2A=43.71-10.25442.71252-107办公室2耐水腻子找平层m2A=42.7142.71262-109办公室2耐擦洗涂料m2A=42.7142.71六、墙面工程办公室2内墙周长：(7.13+6.13) 2=26.52273-98室内墙面抹底灰m2A=26.52(6.1-3.37+0.2)=77.704 减：门窗A=(1.930+2.602)2=9.064A=77.704-9.064=68.6468.64283-34砂浆粘贴金属釉面砖外墙裙(勾缝)m2A外=(13.9+14.6) 21=57加：门侧壁A=0.70.054=0.14减：台阶A=(4.88+4.28+2.7+2.1) 0.15=2.094 门A=(1.47+1.77)0.7=2.268A=57+0.14-2.094-2.268=52.77852,78七、混凝土工程296-2C15预拌砼独立基础垫层m3V=2.22.20.194.36306-8换C30预拌砼独立基础m3V=(220.3+1.21.20.2) 913.39316-17C30预拌砼框架柱m3V=0.40.4(2.7+6.6) 913.39326-24二层C30预拌砼主梁m3V=0.30.6(13.5+14.2-0.44)4.70八、模板工程337-56阳台底板模板m2A=4.851.57.28九、砌筑工程344-41140厚陶粒空心砌块框架间墙m3A主墙=(3.3-0.6) (13.5-0.42+6.22-0.4-0.2+0.07)=66.339A内墙=(3.3-0.4) (6.2+10.8-0.14)=48.894减：门A=1.9306=11.58 过梁V=0.140.181.56=0.227V=(66.339+48.894-11.58)0.14-0.227=14.28414.28十、土方工程1-1场地平整m2A=S11.4=202.941.4=284.116284.12351-3人工挖基坑m3H=3.3-0.3=31.5 放坡 V=(2.2+0.6) (2.2+0.6)+(2.2+0.6) 40.82 39459.65另加以下项目16-24C30预拌砼基础梁m3L梁=13.53+14.23+8-(0.412+0.1+0.15)=91.1-5.05=86.05V=0.30.486.05=10.32610.3321-4人工挖基础梁沟槽m3H=2-0.3=1.71.5 放坡 L沟=91.1-2.812-0.4-0.45=56.65 V沟=(0.3+0.6+0.59) 1.756.65=143.494143.4936-36C30钢筋砼墙(200厚)m3V=(13.52+14.22-0.48) (1.6+6.6)-(33.42+1.93+3.51+4.23) 0.276.9946-41C30预拌砼楼梯m2A=(2.7-0.05) (8-0.2)20.6757-54楼梯模板m2A=26.6720.6766-29二层楼板m3V=(13.5-0.7) (6.22-0.1-0.15)+(13.5-0.3) (1.8-0.1-0.15) 0.1=175.980.117.6077-41二层有梁板模板m2A=175.98175.9886-36一层楼梯间100厚钢筋混凝土墙m3V=(3.3-0.1) (2.7-0.2-0.05)+(3.3-0.4) (8-0.1)-12.4 0.12.84试卷六工程量计算表序号定额编号项目名称单位计算式工程量一、建筑面积及其相应定额