江苏土建造价员考试案例历年真题汇编附答案解析共套

2007年江苏建设造价员资格考试土建案例分析卷答案一、建筑面积及脚手架计算建筑面积和工程量计算表序号名称称计算公式1Α－Β轴30.20×(88.40×22＋8.40××1/2)＝634.20m22Β－С轴60.20×122.20×4＝2937.76m23坡屋面60.20×(66.20＋1.80××2×1/22)＝481.60m24雨蓬2.60×4.000×1/22＝5.20m25阳台18×1.80××3.60××1/2＝58.322m2合计4117.08mm26外墙脚手架A-B轴11.775×(8..4×2＋30.20)＝552.255m2C-B轴12.775×(122.2×2＋60.2＋3×1.88+30)＝1530.000m2高低跨间30.20×1..6=48.322m2合计2130.557m2二、模板及砼工程量计算工程量计算表序号项目名称单位计算公式数量一模板工程量㎡90.46＋3..58＋6.96＋28.677129.671底模㎡12.24×7..44-(0.4××0.24××4＋0..24×0..24×4))90.462板侧模㎡（10.96+6..96）×2×0..13.583板下口梁侧模㎡6.96×0.225×46.96(10.96+6..96)×22×0.4×228.67二砼工程量m39.107+3..44+0..83513.3821板m312.24×7..44×0..19.1072梁m3（6.96+10..96）×0.24××0.4×23.446.96×0.224×0.225×20.835三、定额套用及换算价表编号子目名称及做法单位有换算的列简要换算过程综合单价1-240自卸汽车运土,运运距2Km(正铲挖掘机机装车)1000m311573.3882-28换胶泥接桩断面3550*3500个109.19+225.94**0.3522/0.42-255.94103.113-22换M10混合砂浆KKP1粘土多孔砖240×1115×901砖墙m3184.17+00.185××186.075-34换C25现浇自拌钢钢筋砼平板，板板坡度15º(砼工程)m3266.69+332.50××0.03×1.37+（245.556-2522.32）261.279-73+9-774×2C20细石砼刚性性防水屋面无无分隔缝500mm厚10m2168.65+113.97××2196.5912-51换水泥砂浆贴大理石石踢脚线1220mm高10m268.30+2229.5××120/1150-2229.50222.4013-124换外墙面水泥砂浆贴贴釉面砖150*990(勾缝,面砖预算单单价0.5元/块)10m2506.15+110/0.116/0.11×1.0255×615.5320-41基础梁复合木模板板(梁底有垫层)10m2无底模套地圈梁180.39四、条基及砖基础计算工程量计算表序号项目名称计算公式计量单位数量1人工挖基槽［（12.00＋8..00）×2＋6.20＋4.20］×1/2××(1.800＋2.8566)×1.660＝187.773m3m3187.732砼无梁式条基［（12.00＋8..00）×2＋6.80＋4.80］×1.200×0.200＝12.384mm3m312.3843砖基础［（12.00＋8..00）×2＋7.76＋5.76］×0.244×(1.558＋0.525)＝553.52××0.24××2.1055＝27.0338m3扣：0.24×0.224×1.558×14＝－1.2774m30.24×0.003×1.558×(100×2＋4×3)＝－0.3664m3m325.404砼防潮层(53.52－00.24×114－0.03××32)×00.24＝49.200×0.244＝11.808mm2m211.8085模板12.384×00.74＝9.16m2m29.166模板11.808×00.06×88.33＝5.90mm2m25.90工程预算表序号定额编号项目名称计量单位数量综合单价11－24人工挖三类干土深深度3m内m3187.7316.7725－2C20砼无梁式条条形基础m312.384222.3833－1换M7.5水泥砂浆浆砖基础m325.400186.2143－43C20抗渗砼P110以内(防潮层6cmm厚)10m21.181149.36520－2或20-3砼无梁式条形基础础模板10m20.916202.05或1159.966620－40或20-411砼防潮层模板10m20.590198.51或1180.399五、钻孔灌注桩工程预算表序号定额编号项目名称计量单位数量综合单价合价(元)12-30钻土孔（直径10000以内）m3175.2079372.61122-33换钻岩石孔（直径11000以内）V类m323.84733.5617488.07732-35换土孔砼m3435.56316.41137815.55442-36岩石孔砼m323.84280.056676.395桩68注3砌泥浆池m3459.401.00459.4062-37+2-338*3泥浆外运m3476.8883.7739948.24474-6换钢筋笼制安t18.753288.5561660.311小计343420.556工程量计算表序号项目名称计算公式计量单位数量1钻土孔14.44m3453.042钻岩石孔Ｖ钻岩石孔=3..14×0..452×1.5××25=233.84m323.843土孔砼Ｖ土孔砼=3.114×0.4452×（28+0..9-1.55）×25=435.556m3435.564岩石砼Ｖ岩石孔砼=3..14×0..452×1.5×255=23.884m323.845砌泥浆池Ｖ岩石石孔砼=623.844=459..40m3459.406泥浆外运8KM内内Ｖ钻岩岩石孔=4776.88m3476.887钢筋笼0.75×25==18.755t18.75工程造价计算程序表序号费用名称计算公式金额(元)一分部分项工程费343420.556二措施项目费机械进退场费10000检验试验费(一)×0.18%%618.16临时设施费(一)×1.5%5151.31三其他项目费投标人部分(一)×1.0%3434.20招标人部分(一)×0.6%2060.52四规费劳动保险费(一+二+三)×1.6%5834.96五税金(一+二+三+四)×3.44%12745.888六工程造价一~五383265.5592-33换（90＋408.98）×0.15×（１＋14％＋8％）＝91.31642.25+91.31=733.56元/m３4-6换钢筋笼3288.55元/t（240.50＋73.60）×（1＋14%+8%）+2905.35=3288.55元/t六、钢筋审核钢筋计算表编号直径简图单根长度计算式mm根数数量m重量㎏1φ25（4.5+6.8××3-0.55+3×100d＋0.4××44d×22＋15d×2）=26.788如果双面焊5d=26..41253.5652.81206.21或203.322φ25(4.5-0.55＋0.4×444d＋15d＋0.5＋6.3/33)=7.422214.8357.103φ25(4.5-0.55＋0.4×444d＋15d＋0.5＋6.3/44)=6.899427.56106.114φ256.3/3×22＋0.5=4..72×218.872.385φ256.3/4×22＋0.5=3..652×429.2112.426φ256.3/3＋00.4×444d＋15d=33.4126.8326.307φ256.3/4＋00.4×444d＋15d=22.3949.5636.818φ254＋0.4×44d＋＋15d＋44d=5..92529.58113.889φ256.3＋44d××2=8.55+10d==8.75如果双面焊5d==8.63761.2560.41235.81或232.5810φ256.3＋44d××2=8.55+10d==8.75如果双面焊5d==8.6387069.04269.5或265.811φ256.3＋0.4××44d＋15d＋44d=88.22757.51221.4112φ180.3＋20d××2＋(0.5-00.05)××414××2=2.229524.599.1813φ10(0.3-0.005＋0.01××2)×2＋(0.5--0.05＋0.01××2)×2＋24d=1.72145249.4153.8814合计1620.99或1611.17七、费用名称工程费用类别是否应支付、支付