2010年《案例分析》模拟试卷解答.xls

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1、清清单单项项定定额额项项序序号号细细目目编编码码细细目目名名称称工工程程量量(M3)(M3)序序号号定定额额编编码码定定额额名名称称1 1010101001001010100100101平平整整场场地地173.81173.811 10101001901010019平平整整场场地地2 2010101003001010100300101挖挖基基础础土土方方113.29113.292 20101000401010004换换人人工工挖挖槽槽(1-1(1-1断断面面)3 30101001101010011人人工工运运土土(20m(20m以以内内）4 401010012*501010012*5人人工工运运

2、土土（增增20m*520m*5）5 50101007201010072余余土土外外运运（1km1km以以内内）6 601010073*701010073*7余余土土外外运运（增增1km*71km*7）3 3010101003001010100300202挖挖基基础础土土方方98.1698.167 70101000401010004换换人人工工挖挖槽槽(2-2(2-2断断面面)8 80101001101010011人人工工运运土土(20m(20m以以内内）9 901010012*501010012*5人人工工运运土土（20m*520m*5）10100101007201010072余余土土外外运运

3、（1km1km以以内内）111101010073*701010073*7余余土土外外运运（增增1km*71km*7）4 4010103001201010300120101基基础础回回填填120.77120.7712120101002201010022基基础础夯夯填填（含含50m50m以以内内取取土土）13130101001101010011人人工工运运土土(20m(20m以以内内）141401010012*201010012*2人人工工运运土土（增增20m*220m*2）5 5010103001001010300100101室室内内回回填填31.0331.0315150101002101010

4、021室室内内夯夯填填（含含50m50m以以内内取取土土）16160101001101010011人人工工运运土土(20m(20m以以内内）171701010012*201010012*2人人工工运运土土（增增20m*220m*2）工工程程量量(M3)(M3)306.53306.53204.62204.6287.6287.6287.6287.6210.0110.0110.0110.01147.58147.5870.9670.9670.9670.968.698.698.698.69261.52261.52104.51104.51104.51104.5131.0331.0335.3735.3735

5、.3735.37序序名名称称类类工工程程量量 单单位位 计计算算式式1 1平平整整场场地地清清173.81173.81m2m2(20.6+0.24)*(8.1+0.24)(20.6+0.24)*(8.1+0.24)定定306.53306.53m2m2(20.6+0.24(20.6+0.24+4+4)*(8.1+0.24)*(8.1+0.24+4+4)2 2挖挖基基础础土土方方清清36.836.8L L外外中中8.1+8.1+20.68.1+8.1+20.6(1-1)(1-1)3333L LNZNZ(3.3+2.7+3)*2+(2.4+2.1+3)*2(3.3+2.7+3)*2+(2.4+2.1

6、+3)*228.7628.76L LD D3333-4*(-4*(0.54+0.10.54+0.1)-2*()-2*(0.74+0.10.74+0.1)H H1.8-0.45=1.351.8-0.45=1.35V V113.29113.29m3m3(36.8+28.76)*(0.54+0.1)*2*1.35(36.8+28.76)*(0.54+0.1)*2*1.35人人工工挖挖槽槽定定27.5627.56L LJ J33-4*(33-4*(0.54+0.30.54+0.3)-2*()-2*(0.74+0.30.74+0.3)(1-1)(1-1)V V204.62204.62m3m3(36.8+

7、27.56)*(0.54*2+0.3*2+0.5*1.35)*1.35(36.8+27.56)*(0.54*2+0.3*2+0.5*1.35)*1.35人人工工运运土土V V87.6287.62m3m3 27.56*(0.54*2+0.3*2+0.5*1.35)*1.3527.56*(0.54*2+0.3*2+0.5*1.35)*1.35垫垫层层 V V8.398.39m3m3(36.8+28.76)*(0.54+0.1)*2*0.1(36.8+28.76)*(0.54+0.1)*2*0.1砼砼基基29.3629.36L L砼砼33-4*33-4*(0.54)(0.54)-2*-2*(0.74

8、)(0.74)V V21.4421.44(36.8+29.36)*(0.54+0.54)*0.3(36.8+29.36)*(0.54+0.54)*0.3砖砖基基32.2832.28L L墙墙33-4*33-4*0.120.12-2*-2*0.120.120.2730.273F F砖砖(1.8-0.1-0.3-0.45)*0.24+0.12*2*0.0625*3(1.8-0.1-0.3-0.45)*0.24+0.12*2*0.0625*3V V18.8618.86(36.8+32.28)*0.273(36.8+32.28)*0.273埋埋入入(1-1)(1-1)V V48.6948.69D12+

9、D14+D17D12+D14+D173 3挖挖基基础础土土方方清清20.620.6L L中中(2-2)(2-2)35.435.4L LNZNZ4.2*6+1.5*2+2.4*34.2*6+1.5*2+2.4*322.6822.68L LD D35.435.4-12*(-12*(0.54+0.10.54+0.1)-6*()-6*(0.74+0.10.74+0.1)H H1.8-0.45=1.351.8-0.45=1.35VqVq98.1698.16m3m3(20.6+22.68)*(0.74+0.1)*2*1.35(20.6+22.68)*(0.74+0.1)*2*1.35人人工工挖挖槽槽定定1

10、9.0819.08L LJ J35.435.4-12*(-12*(0.54+0.30.54+0.3)-6*()-6*(0.74+0.30.74+0.3)(2-2)(2-2)VdVd147.58147.58m3m3(20.6+19.08)*(0.74*2+0.3*2+0.5*1.35)*1.35(20.6+19.08)*(0.74*2+0.3*2+0.5*1.35)*1.35人人工工运运土土V V70.9670.96m3m3 19.08*(0.74*2+0.3*2+0.5*1.35)*1.3519.08*(0.74*2+0.3*2+0.5*1.35)*1.35垫垫层层 V V7.277.27m3

11、m3(20.6+22.68)*(0.74+0.1)*2*0.1(20.6+22.68)*(0.74+0.1)*2*0.1砼砼基基24.4824.48L L砼砼35.4-12*(35.4-12*(0.540.54)-6*()-6*(0.740.74)V V20.0220.02(20.6+24.48)*(0.74+0.74)*0.3(20.6+24.48)*(0.74+0.74)*0.3砖砖基基33.2433.24L L墙墙35.4-12*35.4-12*0.120.12-6*-6*0.120.120.2730.273F F砖砖(1.8-0.1-0.3-0.45)*0.24+0.12*2*0.06

12、25*3(1.8-0.1-0.3-0.45)*0.24+0.12*2*0.0625*3V V14.714.7m3m3(20.6+33.24)*0.273(20.6+33.24)*0.273埋埋入入(2-2)(2-2)V V41.9941.99m3m3 90.6890.684 4基基础础回回填填填填土土量量=挖挖土土量量-埋埋入入物物量量(1-1)(1-1)清清64.664.6m3m3 113.29-48.69113.29-48.69定定155.93155.93m3m3 204.62-48.69204.62-48.69(2-2)(2-2)清清56.1756.17m3m3 98.16-41.999

13、8.16-41.99定定105.59105.59m3m3 147.58-41.99147.58-41.99小小计计清清120.77120.77m3m3定定261.52261.52m3m3槽槽边边堆堆土土定定193.62193.62m3m3 204.62+147.58-87.62-70.96204.62+147.58-87.62-70.96回回填填运运土土定定104.51104.51m3m3 261.52*1.14-193.62261.52*1.14-193.625 5室室内内回回填填H H0.2150.215M M0.45-0.2350.45-0.235S SM2M2 144.30144.30

14、144.31144.31173.81-(36.8+20.6+32.28+33.24)*0.24173.81-(36.8+20.6+32.28+33.24)*0.24V V31.0331.03m3m3 144.31*0.215144.31*0.215回回填填运运土土35.3735.37m3m3 31.03*1.1431.03*1.14回回运运小小计计139.88139.88m3m3运运出出小小计计158.58158.58m3m3 87.62+70.96-104.51-35.3787.62+70.96-104.51-35.37余余土土外外运运18.7018.70m3m3(204.62+147.58

15、)-(261.52+31.03)*1.14(204.62+147.58)-(261.52+31.03)*1.141-11-1断断面面10.0110.0118.7*113.29/(113.29+98.16)18.7*113.29/(113.29+98.16)2-22-2断断面面8.698.6918.7*98.16/(113.29+98.16)18.7*98.16/(113.29+98.16)花花岗岗岩岩楼楼梯梯面面3.843.84M2M2 3*(1.2-0.12+0.2)3*(1.2-0.12+0.2)2.922.92(2.4+0.3)*(1.2-0.12)(2.4+0.3)*(1.2-0.12

16、)2.92.9(2.6-0.24)*(1.35-0.12)(2.6-0.24)*(1.35-0.12)9.669.66补补项项分分部部分分项项工工程程费费计计算算表表序序定定额额编编号号项项目目名名称称计计量量单单位位工工程程量量金金额额人人工工费费材材料料费费1 14-264-26矩矩型型框框架架柱柱10m310m3 4.0004.0003301.763301.7610532.2810532.282 24-2044-204 1010以以外外级级t t6.0006.0001529.181529.1824156.3024156.303 34-364-36圈圈梁梁10m310m3 0.5000.5

17、00442.97442.97953.56953.564 44-2024-202 1010以以内内级级t t0.1200.12078.8678.86521.97521.975 54-2034-203 1010以以外外级级t t0.4520.452112.68112.681870.841870.84合合计计5465.465465.4638034.9538034.9515931593补补项项措措施施项项目目费费计计算算表表序序定定额额编编号号项项目目名名称称计计量量单单位位工工程程量量金金额额人人工工费费材材料料费费1 1C1-28C1-28 矩矩型型柱柱模模板板10m310m34.04.05709

18、.235709.234605.844605.842 2C1-75C1-75 柱柱模模板板超超高高10m310m34.04.0329.62329.6253.5253.523 3C1-39C1-39 圈圈梁梁模模板板10m310m30.50.5549.54549.54246.68246.68合合计计6588.396588.394906.044906.040.05760.057686.2186.21机机械械费费管管理理费费利利润润小小计计544.92544.921731.011731.011038.601038.6017148.5717148.57482.04482.04905.05905.0554

19、3.03543.0327615.6127615.6168.1268.12229.99229.99137.99137.991832.631832.633.563.5637.0937.0922.2522.25663.72663.7232.4932.4965.3365.3339.2039.202120.552120.551131.131131.132968.462968.461781.081781.0849381.0749381.0715931593机机械械费费管管理理费费利利润润小小计计398.72398.722382.102382.101649.151649.1514745.0414745.04

20、128.55128.5589.0089.00600.69600.6924.4024.40223.83223.83154.96154.961199.411199.41423.12423.122734.492734.491893.111893.1116545.1416545.14补补项项分分部部分分项项工工程程费费计计算算表表金金额额15931593补补项项措措施施项项目目费费计计算算表表金金额额【解解】1.1.矩矩型型框框架架柱柱(周周长长1.8m1.8m，砼砼C40C40，工工程程量量40m3)40m3)人人工工费费:材材料料费费:1691.35+(257.38-164.6)*10.15169

21、1.35+(257.38-164.6)*10.15C40C40砼砼单单价价:(78):(78)220.9+(490-395)*0.384220.9+(490-395)*0.384机机械械费费:管管理理费费:利利润润:合合计计:2.2.1010以以外外级级钢钢筋筋6t6t人人工工费费:材材料料费费:2740.36+(3890.48-2630)*1.022740.36+(3890.48-2630)*1.02钢钢筋筋单单价价:(3800+12*0.85+4)*1.02(3800+12*0.85+4)*1.02机机械械费费:管管理理费费:利利润润:合合计计:3.3.圈圈梁梁（砼砼C20C20，5m3)

22、5m3)人人工工费费:材材料料费费:1779.64+(182.36-1779.64+(182.36-169.8169.8)*10.15)*10.15C20C20砼砼单单价价:(24):(24)169.8169.8+(380-334)*0.273+(380-334)*0.273机机械械费费:管管理理费费:利利润润:合合计计:4.4.1010以以内内级级钢钢筋筋0.120t0.120t，预预算算价价42004200元元/t/t，人人工工费费:材材料料费费:2687.14+(4200-2570)*1.022687.14+(4200-2570)*1.02钢钢筋筋单单价价:42004200机机械械费费:

23、管管理理费费:利利润润:合合计计:5.5.1010以以外外级级钢钢筋筋0.452t0.452t，预预算算价价40004000元元/t/t人人工工费费:材材料料费费:2649.83+(4000-2540)*1.022649.83+(4000-2540)*1.02钢钢筋筋单单价价:40004000机机械械费费:管管理理费费:利利润润:合合计计:6.6.业业主主采采购购供供应应的的材材料料费费1010以以外外级级钢钢筋筋300*3890.48300*3890.48P.SP.S 42.542.5水水泥泥450*380450*380P.OP.O 52.552.5水水泥泥250*490250*490合合计

24、计:1010以以外外级级钢钢筋筋6*3890.486*3890.48P.SP.S 42.542.5水水泥泥5/10*10.15*0.273*3805/10*10.15*0.273*380P.OP.O 52.552.5水水泥泥40/10*10.15*0.384*49040/10*10.15*0.384*490小小计计4-264-262633.072633.07257.38257.384-2044-2044026.054026.053890.483890.484-364-361907.121907.12182.36182.364-2024-2024349.744349.744-2034-20341

25、39.034139.03116714411671441710001710001225001225001460644146064423342.8823342.88526.48526.487639.37639.331508.6631508.661492152.71492152.7单单位位工工程程费费用用汇汇总总表表(拦拦标标价价)序序项项目目名名称称1 1分分部部分分项项工工程程费费1.11.1人人工工费费1.21.2材材料料费费1.31.3机机械械费费1.41.4管管理理费费1.51.5利利润润2 2措措施施项项目目费费2.12.1安安全全文文明明施施工工3 3其其它它项项目目费费3.13.1甲

26、甲供供材材料料总总包包服服务务费费4 4规规费费4.14.1工工程程排排污污费费4.24.2社社保保费费4.44.4危危险险作作业业险险5 5税税金金6 6单单位位工工程程造造价价计计算算方方法法2260000+2260000+5465.465465.466052420+6052420+38034.9538034.95+1460644+14606441264300+1264300+1131.131131.13796080+796080+2968.462968.46457200+457200+1781.081781.081500000+16545.14+15931500000+16545.14+

27、1593(D3+D5)*18.75%(D3+D5)*18.75%(1460644+31508.66)*1%(1460644+31508.66)*1%D4*26%D4*26%(D3+D9+D11)*0.2%(D3+D9+D11)*0.2%(D3+D9+D11+D13)*0.0344(D3+D9+D11+D13)*0.0344D3+D9+D11+D13+D17D3+D9+D11+D13+D17单单位位工工程程费费用用汇汇总总表表(拦拦标标价价)金金额额(元元)1234117012341170226661122666117551099755109912654311265431799048799048

28、458981458981151813815181383729801372980114921.5314921.5314921.5314921.536170676170670 058931958931927748277484985014985011498979814989798工工程程量量清清单单综综合合单单价价分分析析表表工工程程名名称称：细细目目编编码码020106001101020106001101细细目目名名称称花花岗岗岩岩楼楼梯梯面面清清单单综综合合单单价价组组成成明明细细定定额额编编号号定定额额名名称称定定额额单单位位数数量量单单价价（元元）合合价价（元元）人人工工费费材材料料费费机机

29、械械费费人人工工费费0201002010025025花花岗岗岩岩楼楼梯梯面面m2m21.01.026.8226.82266.85266.850.580.582 26 6.8 82 20201002010104104找找平平层层m2m21.331.331.941.944.054.050.200.202 2.5 58 8人人工工单单价价小小计计2 29 9.4 41 124.7524.75元元/工工日日未未计计价价材材料料费费325.74325.74清清单单项项目目综综合合单单价价317.62317.62材材料料费费明明细细主主要要材材料料名名称称、规规格格、型型号号单单位位数数量量单单价价（元元

30、）花花岗岗岩岩板板M2M21.44701.4470180.00180.00水水泥泥砂砂浆浆1:2.5(1:2.5(结结合合层层）M3M30.02760.0276186.69186.69水水泥泥砂砂浆浆1:2.51:2.5（找找平平层层）M3M30.02690.0269186.69186.69其其他他材材料料费费材材料料费费小小计计计计量量单单位位m2m2材材料料费费机机械械费费管管理理费费利利润润风风险险费费2 26 66 6.8 85 50 0.5 58 88 8.7 77 74 4.9 93 37.977.975 5.3 39 90 0.2 27 70 0.9 91 10 0.5 51 1

31、0.150.152 27 72 2.2 24 40 0.8 85 59 9.6 68 85 5.4 45 58.128.12合合价价（元元）暂暂估估单单价价（元元）暂暂估估合合价价（元元）260.46260.465.155.155.025.021.611.61工工程程量量清清单单综综合合单单价价分分析析表表花花岗岗岩岩楼楼梯梯面面清清单单综综合合单单价价组组成成明明细细合合价价（元元）325.74325.74317.62317.62单单价价（元元）180.00180.00186.69186.69186.69186.69月月份份1-61-67 78 89 91010计计划划建建安安完完成成工工程

32、程量量11001100200200200200200200190190实实际际完完成成建建安安工工程程量量11101110180180210210205205195195计计划划支支付付工工程程款款1076.701076.70165.60165.60203.70203.70198.85198.85189.15189.15应应扣扣工工程程预预付付款款余余额额0 00.00.0112.5112.5128.13128.13121.88121.88业业主主直直供供材材料料、设设备备价价值值90.5690.5635.535.524.424.410.510.52121应应支支付付的的工工程程款款986.1

33、4986.14130.10130.1066.8066.8060.2360.2346.2846.289 9（1 1）工工程程预预付付款款5505502200*25%2200*25%(2)(2)开开始始起起扣扣(8)(8)132013202200-550/62.5%2200-550/62.5%517.80821921111121219019012012022001801801201202200174.60174.60116.40116.402125.002125.006666112.50112.5075.0075.00550.00550.0010.510.55.55.5197.96197.9651.6051.6035.9035.901377.041377.04返返回回9 9万万2134.002134.00662200.00