1、第1页;共50页工 程 量 计 算 表工程名称：娄底收费站收费天棚变更清 单 编 码项 目 名 称计 算 式单 位数 量1 1预预埋埋件件776.86+194.92+23.39+50.87+61.54+1125.38+311.87+46.78+81.39+98.776.86+194.92+23.39+50.87+61.54+1125.38+311.87+46.78+81.39+98.47+150.72+26.14+79.13+26.14+16.49+6.5347+150.72+26.14+79.13+26.14+16.49+6.53T T3.0773.0772 2零零星星构构件件373.03+2、200.96+596.85+157+25.43+11.3+4.24+494.55+1025.57+1431.8373.03+200.96+596.85+157+25.43+11.3+4.24+494.55+1025.57+1431.84+1181.27+442.62+1235.9+1019.62+470.28+1235.9+377.84+527.52+434+1181.27+442.62+1235.9+1019.62+470.28+1235.9+377.84+527.52+435.2+275.29+723.46+190.27+531.29+438.315.2+275.29+723.46+1903、.27+531.29+438.31T T13.40613.4063 3钢钢管管柱柱合合计计T T圆钢管柱29525.85+18932.44+3763.29T52.22252.222方钢管柱997.92+4.24+633.6T1.6361.6364 4钢钢支支撑撑合合计计T T钢支撑(弧形)701.22+2315.78+603.78+2102.27+605.52+2102.27T8.4318.431钢拉杆373.3+29729.69+633.6T30.73730.7375 5钢钢梁梁13235.82+11080.32+137.26+199.68+474.42+249.613235.82+11084、0.32+137.26+199.68+474.42+249.6T T25.37725.3776 6钢钢走走道道15625.9+8807.16+4492.22+119.35+496.76+769.61+146.5+3399.26+49615625.9+8807.16+4492.22+119.35+496.76+769.61+146.5+3399.26+4967.04+1956.66+75.19+843.9+18967.92+1539.23+6391.97+9537.4+1103.7.04+1956.66+75.19+843.9+18967.92+1539.23+6391.97+9537.4+115、03.7575T T79.24079.2407 7钢钢管管桁桁架架梁梁合合计计T T弧形钢桁架2774.12+1138.88+2427.93+1002.86+2186.21+901.19+1851.36+772.92+1891.38+779.66+1821.78+746.99+1790.46+744.5+2052.44+745.21+1837.44+773.63+1917.48+782.86+2037.54+836.85+2513.84+921.03+2284.62+1016.58+2284.62+1016.58+2513.84+921.03+2030.58+834.36+1907.04+786、1.08+1830.48+748.05+2048.46+769.72+1792.2+744.85+1827+749.12+1901.82+780.73+2303.03+835.43+2200.26+902.98+2438.58+1022.06+2774.12+1116.35+5740.05+2146.26+5740.05+2146.26+9384.84+2028.53+7653.58+3284.89+8883.88+1539.79+6829.1+1513.51+6543.32+1365.39+6372.51+1352.6+3158.34+674.17+3843.22+813.41+12254.7、47+2674.41T173.567 承包人:监理处计量工程师:第2页;共50页直形钢桁架4906.8+1886.82+4927.68+2004.75+5709.84+2004.75+5112.12+2004.75+796.92+294.82+678.6+222+4906.8+1886.82+4927.68+2004.75+5709.84+2004.75+5112.12+2004.75+704.7+294.82+763.86+294.82+12846.16+1992.67+12293.94+1932.29+11911.01+1932.29+11685.29+1932.29+5804.35+968、6.14+3184.33+483.07T128.1308 8钢钢檩檩条条6236.93+2148.86+5431.76+2148.86+1725.54+2557.29+1078.16+1010.06236.93+2148.86+5431.76+2148.86+1725.54+2557.29+1078.16+1010.07+1103.12+2207.46+103.85+39.787+1103.12+2207.46+103.85+39.78T T25.79225.7929 9直直形形钢钢梯梯738.64+810.07738.64+810.07T T1.5491.5491010钢钢平平台台20.6+9、130.5+105.21+206.28+464.41+373.35+35.18+617.48+29.63+67.820.6+130.5+105.21+206.28+464.41+373.35+35.18+617.48+29.63+67.82+101202+10120T T12.17012.1701111弧弧形形钢钢梯梯1809.21+7487.771809.21+7487.77T T9.2979.297不不锈锈钢钢板板天天沟沟50050028.828.8#REF!#REF!#REF!#REF!不不锈锈钢钢板板天天沟沟350350112.8112.8#REF!#REF!#REF!#REF!不不锈10、锈钢钢板板天天沟沟250250162.88162.88#REF!#REF!#REF!#REF!3mm3mm复复合合铝铝板板柱柱面面231.71+241.6231.71+241.6#REF!#REF!#REF!#REF!不不锈锈钢钢栏栏杆杆扶扶手手296.81296.81#REF!#REF!#REF!#REF!成成品品百百叶叶窗窗12.4212.42#REF!#REF!#REF!#REF!明明框框玻玻璃璃幕幕墙墙387.38387.38#REF!#REF!#REF!#REF!檐檐口口3mm3mm条条形形铝铝板板挂挂板板821.98821.98#REF!#REF!#REF!#REF!2mm2mm条11、条形形铝铝板板挂挂板板2037.072037.07#REF!#REF!#REF!#REF!屋屋面面采采光光板板4084.144084.14#REF!#REF!#REF!#REF!#REF!#REF!#REF!#REF!2.5*30+3*30*2+202.5*30+3*30*2+20#REF!#REF!#NAME?#NAME?#REF!#REF!205205T T#NAME?#NAME?#REF!#REF!#REF!#REF!1 1#REF!#REF!#NAME?#NAME?#REF!#REF!6060台台班班#NAME?#NAME?#REF!#REF!#REF!#REF!1 1#REF!#RE12、F!#NAME?#NAME?承包人:监理处计量工程师:第3页;共50页审核备注3.0593.059详详见见计计算算稿稿7.7547.754详详见见计计算算稿稿详详见见计计算算稿稿51.20051.200详详见见计计算算稿稿1.6211.621详详见见计计算算稿稿详详见见计计算算稿稿8.4308.430详详见见计计算算稿稿26.62126.621详详见见计计算算稿稿25.37725.377详详见见计计算算稿稿75.74675.746详详见见计计算算稿稿详详见见计计算算稿稿172.792172.792详详见见计计算算稿稿 承包人:监理处计量工程师:第4页;共50页127.933127.933详详见13、见计计算算稿稿22.12322.123详详见见计计算算稿稿1.5381.538详详见见计计算算稿稿11.24011.240详详见见计计算算稿稿4.6724.672详详见见计计算算稿稿28.80028.800详详见见计计算算稿稿112.800112.800详详见见计计算算稿稿162.860162.860详详见见计计算算稿稿473.310473.310详详见见计计算算稿稿236.200236.200详详见见计计算算稿稿10.53010.530详详见见计计算算稿稿348.210348.210详详见见计计算算稿稿450.910450.910详详见见计计算算稿稿1738.4501738.450详详见见计14、计算算稿稿2084.9002084.900详详见见计计算算稿稿详详见见计计算算稿稿 承包人:监理处计量工程师:工工 程程 量量 计计 算算 书书工程名称：娄底北收费天棚钢结构编制单位：序序号号编编码码项项目目名名称称单单位位倍倍数数计计 算算 式式工工程程量量变变量量备备注注*结结构构1 1级级目目录录请请选选择择汇汇总总方方式式*预预埋埋件件2 2级级目目录录请请选选择择汇汇总总方方式式*MJ1MJ14 4件件请请选选择择汇汇总总方方式式预埋件钢板-940*28kg40.94*0.94*0.028*7850776.86预埋件螺栓M30kg40.878*5.55*10194.92预埋件工字钢H15、-200*200*8*12kg448.73*0.1223.39每米重48.73KG预埋件钢板-90*90*20kg40.09*0.09*0.02*7850*1050.87预埋件钢板-70*70*20kg40.07*0.07*0.02*7850*10*261.54*MJ2MJ28 8件件请请选选择择汇汇总总方方式式预埋件钢板-800*28kg80.8*0.8*0.028*78501125.38预埋件螺栓M30kg80.878*5.55*8311.87预埋件工字钢H-200*200*8*12kg848.73*0.12*00.0预埋件工字钢H-150*150*7*10kg830.69*0.1229.16、46预埋件钢板-90*90*20kg80.09*0.09*0.02*7850*881.39预埋件钢板-70*70*20kg80.07*0.07*0.02*7850*8*298.47*MJ3MJ36 6件件请请选选择择汇汇总总方方式式预埋件钢板400*400*20kg60.4*0.4*0.02*7850150.72预埋件钢筋三级14kg60.45*1.21*8*00.0预埋件钢筋三级14kg60.448*1.208*825.98*MJ4MJ48 8件件请请选选择择汇汇总总方方式式预埋件钢板300*300*14kg80.3*0.3*0.014*785079.13预埋件钢筋三级14kg80.45*117、.21*6*00.0预埋件钢筋三级14kg80.442*1.208*625.63*MJ5MJ52 2件件请请选选择择汇汇总总方方式式预埋件钢板250*300*14kg20.25*0.3*0.014*785016.49预埋件钢筋三级14kg20.45*1.21*6*00.0预埋件钢筋三级14kg20.442*1.208*66.41*钢钢柱柱2 2级级目目录录请请选选择择汇汇总总方方式式*GZ1GZ14 4件件请请选选择择汇汇总总方方式式零星构件钢板110*270*20kg40.11*0.27*0.02*7850*20373.03钢管柱钢管柱700*26kg417.08*432.1729525.818、5432.17kg/m零星构件钢板800*800*10kg40.8*0.8*0.01*7850200.96*GZ2GZ28 8件件请请选选择择汇汇总总方方式式零星构件钢板110*270*20kg80.11*0.27*0.02*7850*16596.85钢管柱钢管柱402*20kg812.56*188.42*00.0188.42kg/m钢管柱钢管柱402*20kg8CAD12*188.41418087.74编制人：第5页/共50页工工 程程 量量 计计 算算 书书零星构件钢板500*500*10kg80.5*0.5*0.01*7850157.0*TZ1TZ16 6件件请请选选择择汇汇总总方方式式19、零星构件钢板90*150*10kg60.09*0.15*0.01*7850*425.43加劲肋板t=10kg6CAD0.15*0.09*10*7.85*4*00.0钢管柱203*16kg68.5*73.79*00.073.79kg/m203*16kg68.1*73.7873586.05零星构件钢板200*200*6kg60.2*0.2*0.006*785011.3*TZ2TZ2长长94509450 4 4件件请请选选择择汇汇总总方方式式口方钢管柱口150*6.0kg49.45*26.4*00.026.4kg/mkg4CAD9.4*26.4992.64方钢管柱钢板150*150*6kg40.1520、*0.15*0.006*78504.24*TZ2TZ2长长94509450 4 4件件请请选选择择汇汇总总方方式式口方钢管柱口150*6.0kg46*26.4*00.0kg45.95*26.4628.32零星构件钢板150*150*6kg40.15*0.15*0.006*78504.24*钢钢支支撑撑2 2级级目目录录请请选选择择汇汇总总方方式式*1 1、1313轴轴4 4件件请请选选择择汇汇总总方方式式钢支撑(弧形)159*12kg4(1.88+2.15)*43.5701.2243.5kg/m钢支撑(弧形)203*18kg4(3.741+3.307)*82.122315.1382.12kg/21、m*3 3、1111轴轴4 4件件请请选选择择汇汇总总方方式式钢支撑(弧形)159*12kg4(1.65+1.82)*43.5603.78钢支撑(弧形)203*18kg4(3.63+2.77)*82.122102.27*5 5、9 9轴轴4 4件件请请选选择择汇汇总总方方式式钢支撑(弧形)159*12kg4(1.66+1.82)*43.5605.52钢支撑(弧形)203*18kg4(3.63+2.77)*82.122102.27*字字体体支支架架2 2件件请请选选择择汇汇总总方方式式钢拉杆口150*6.0kg2(2.9+4.17)*26.4373.3*电电子子显显标标屏屏杆杆件件2 2件件请请22、选选择择汇汇总总方方式式钢拉杆口400*12kg421.9*169.69*2*00.0169.69kg/m4146.2*21.9*225614.24钢拉杆口150*6.0kg43*2*26.4633.6*走走廊廊下下弦弦杆杆件件2 2级级目目录录请请选选择择汇汇总总方方式式口钢梁口400*14kg613*169.69*00.0口钢梁口400*300*12kg2(5.4*7+5.7)*127.36*00.0127.36kg/m口钢走道口350*250*10kg(79.8*2+2.2*6)*91.06*00.091.06kg/m口钢走道口250*10kg2.2*86.77*50*00.086.7723、kg/m编制人：第6页/共50页工工 程程 量量 计计 算算 书书口钢走道口150*6.0kg0(2*18+2.84*6+3.48*14+2.38*12+2.51*4+3.04*2+3.6*2+2.78*4+0.9*6)*26.40.0口钢走道口100*50*5kg60.905*2*10.99*00.010.99kg/m口钢走道口350*200*10kg60.995*83.21*00.083.21kg/m口钢走道口250*200*10kg61.9*67.51*00.067.51kg/m口钢走道口200*100*6kg60.9*27.13*00.027.13kg/m15口350*250*10（724、9.8*2+2.2*6）*91.0615735.178口150*6.0CAD（2.84*12+3.48*16+2.38*16+2.2*18+0.9*6）*26.44562.989口250*122.2*50*89.689864.810口400*14CAD13*6*169.6913235.8216口400*300*12CAD（21.6*2+21.9*2）*127.3611080.3211口100*50*5CAD0.9*12*10.99118.6913口200*100*60.9*6*27.13146.514口250*200*10CAD1.9*6*67.51769.6117口350*200*100.925、95*6*83.21496.76*走走廊廊上上弦弦杆杆件件请请选选择择汇汇总总方方式式口钢走道口150*6.0kg(2.84*6+3.48*14+2.38*12+2.51*4+3.04*2+3.6*2+2.78*4)*26.4*00.0口钢走道口400*300*12kg2CAD19.1*127.36*00.0127.36kg/m口钢走道口250*10kg2.2*11*86.77*00.0口钢走道口200*100*4kg2.2*2*18.34*00.018.34kg/m钢走道159*10kg(5.6*2+2.05*4)*43.5*00.02159*12CAD（28.2*2+32.1*2+2.2*26、23）*43.5037447.718口150*6.0CAD（2.84*6+3.48*14+2.38*12+2.51*4+3.04*2+3.6*2+2.78*4）*26.43399.263180*122.2*6*49.718656.289口250*122.2*11*89.682170.2612口200*100*42.2*2*18.3480.716口400*300*12CAD19.5*2*127.364967.04*走走廊廊正正（背背）立立面面杆杆件件2 2级级目目录录请请选选择择汇汇总总方方式式口钢走道口250*12kg2(3.2*24+2.5*13)*86.77*00.0口钢走道口250*2027、0*10kg2(3.2*2+2.5*2)*67.51*00.0零星构件柱封顶kg2(0.35*0.35*0.01*24+0.35*0.3*0.01*2)*7850*00.0口钢走道口150*6.0kg2CAD(3.08*8+3.68*11+2.77*2+3.26*2+3.52*4+3.79+3.17+2.66*2+3.02*3+2.82*3)*26.4*00.09口250*122（3.2*21+2.5*10）*89.6816536.9914口250*200*102（3.2*4+2.5*2）*67.512403.36编制人：第7页/共50页工工 程程 量量 计计 算算 书书8口150*6.02C28、AD（(3.08+3.08+3.08+3.68+3.68)+(3.08+3.68+3.68+3.68)+(3.08+3.68+2.77+3.26+3.26)+(3.52+3.52+3.48+3.52)+(3.08+3.08+2.77+3.79+3.17+2.66+3.68+3.68+3.68+3.08+2.66+3.68+3.68+3.02+3.02+3.02+2.82+2.82+2.82)）*26.46389.86*钢钢桁桁架架2 2级级目目录录请请选选择择汇汇总总方方式式核核对对杆杆件件尺尺寸寸弧形钢桁架159*12kg1.04 CAD(15.33+15.33)*2*43.5*00.0HJ29、1弧形钢桁架89*9.0kg1.04 CAD(28.03+0.7*4)*2*17.76*00.02159*122CAD（14.23*2+1.1*2）*43.5032667.6189*92CAD（(0.79+0.79+0.79+0.63+1.04+0.65+1.03+0.67+1.01+0.68+0.99+0.69+0.97+0.7+0.92+0.72+0.94+0.73+0.93+0.75+0.91+0.76+0.89+0.77+0.88+0.78+0.86+0.82+0.88+0.83+0.86+0.84+0.85+0.7)+0.7*4）*17.7561095.559口250*102CAD030、.7*75.36105.5弧形钢桁架159*12kg1.02 CAD13.68*2*2*43.5*00.0HJ2弧形钢桁架89*9.0kg1.02 CAD(24.88+0.7*4)*2*17.76*00.02159*122CAD（12.57+(1.01+1.01+1.01+0.96+0.96+0.96+0.93+0.93+0.93+0.88+0.88+0.88+1.24)+1.1*2）*43.5032379.61189*92CAD（(0.7+0.97+0.89+0.7+0.87+0.78+0.88+0.77+0.89+0.75+0.7+0.92+0.75+0.93+0.73+0.94+0.7231、+0.7+0.96+0.71+0.97+0.69+0.99+0.68+0.7+1.01+0.67+1.03+0.65+1.04+0.63+0.79+0.79+0.79)）*17.756983.339口250*102CAD0.7*75.36105.5弧形钢桁架159*12kg1.01 CAD12.44*2*2*43.5*00.0HJ3弧形钢桁架89*9.0kg1.01 CAD(23.02+0.7*3)*2*17.76*00.02159*122CAD（(1.01+1.01+1.01+0.96+0.96+0.96+0.93+0.93+0.93+0.88+0.88+0.88)+(0.51+1.01+132、.01+0.48+0.96+0.96+0.46+0.48+0.93+0.93+0.46+0.44+0.88+0.88+0.44)+0.5+1.1*2）*43.5032163.84189*92CAD（(0.79+0.79+0.79+0.63+1.04+0.65+1.03+0.67+1.02+0.7+0.68+0.99+0.69+0.97+0.71+0.96+0.7+0.72+0.94+0.73+0.93+0.75+0.92+0.7+0.75+0.89+0.77+0.88+0.78+0.87+0.7)）*17.756892.779口250*102CAD0.7*75.36105.5弧形钢桁架159*33、12kgCAD10.64*2*2*43.5*00.0HJ4弧形钢桁架89*9.0kgCAD(19.66+0.7*3)*2*17.76*00.0编制人：第8页/共50页工工 程程 量量 计计 算算 书书3180*122CAD（(1.01+1.01+1.01+0.96+0.96+0.96+0.93+0.93+0.93+0.85)+(0.5+1.01+1.01+0.98+0.96+0.96+0.95+0.93+0.93+0.46+0.43+0.43)+(1.1+0.37+0.73)）*49.7182117.99189*92CAD（(0.79+0.79+0.79+0.63+1.04+0.65+1.0334、+0.67+1.02+0.7+0.68+0.99+0.69+0.97+0.71+0.96+0.7+0.72+0.94+0.73+0.93+0.75+0.92+0.7+0.75+0.88+0.7)）*17.756775.239口250*102CAD0.7*75.36105.5弧形钢桁架159*12kgCAD10.87*2*2*43.5*00.0HJ5弧形钢桁架89*9.0kgCAD(19.85+0.7*3)*2*17.76*00.02159*122CAD（(0.51+1.01+1.01+0.5+0.48+0.96+0.96+0.48+0.46+0.93+0.93+0.46+0.54+0.54)+35、(1.01+1.01+1.01+0.96+0.96+0.96+0.93+0.93+0.93+1.08)+(0.73+0.37+1.1)）*43.5031892.38189*92CAD（(0.79+0.79+0.79+0.63+1.04+0.65+1.03+0.67+1.02+0.7+0.68+0.99+0.69+0.97+0.71+0.96+0.7+0.72+0.94+0.73+0.93+0.75+0.92+0.7+0.8+0.96+0.7)）*17.756779.849口250*102CAD0.7*75.36105.5弧形钢桁架159*12kgCAD10.47*2*2*43.5*00.0HJ36、6弧形钢桁架89*9.0kgCAD(18.93+0.7*3)*2*17.76*00.02159*122CAD（(1.01+1.01+1.01+0.96+0.96+0.96+0.93+0.93+0.93+0.68)+(0.68+0.46+0.93+0.93+0.46+0.48+0.96+0.96+0.48+0.5+1.01+1.01+0.51)+(0.73+0.37+1.1)）*43.5031822.78189*92CAD（(0.79+0.79+0.79+0.63+1.04+0.65+1.03+0.67+1.02+0.7+0.68+0.99+0.69+0.97+0.71+0.96+0.7+0.737、2+0.94+0.73+0.93+0.75+0.92+0.7+0.88+0.7)）*17.756748.599口250*102CAD0.7*75.36105.5弧形钢桁架159*12kgCAD10.29*2*2*43.5*00.0HJ7弧形钢桁架89*9.0kgCAD(18.86+0.7*3)*2*17.76*00.02159*122CAD（(1.01+1.01+1.01+0.96+0.96+0.96+0.93+0.93+0.93+0.49)+(0.51+1.01+1.01+0.5+0.48+0.96+0.96+0.48+0.46+0.93+0.93+0.46+0.49)+(0.73+0.3738、+1.1)）*43.5031789.71189*92CAD（(0.79+0.79+0.79+0.63+1.04+0.65+1.03+0.67+1.02+0.7+0.68+0.99+0.69+0.97+0.71+0.96+0.7+0.72+0.94+0.73+0.93+0.75+0.92+0.7+0.78+0.7)）*17.756745.04编制人：第9页/共50页工工 程程 量量 计计 算算 书书9口250*102CAD0.7*75.36105.5弧形钢桁架180*12kgCAD10.32*2*2*49.72*00.0HJ8弧形钢桁架89*9.0kgCAD(18.88+0.7*3)*2*17.39、76*00.03180*122CAD（(1.01+1.01+1.01+0.96+0.96+0.96+0.93+0.93+0.93+0.52)+(0.5+1.01+1.01+0.98+0.96+0.96+0.95+0.93+0.93+0.46+0.48)+(0.37+0.73+1.1)）*49.7182047.39189*92CAD（(0.79+0.79+0.79+0.63+1.04+0.65+1.03+0.67+1.02+0.7+0.68+0.99+0.69+0.97+0.71+0.96+0.7+0.72+0.94+0.73+0.93+0.75+0.92+0.7+0.79+0.7)）*17.740、56745.49口250*102CAD0.7*75.36105.5弧形钢桁架159*12kgCAD10.56*2*2*43.5*00.0HJ9弧形钢桁架89*9.0kgCAD(19.68+0.7*3)*2*17.76*00.02159*122CAD（(1.01+1.01+1.01+0.96+0.96+0.96+0.93+0.93+0.93+0.77)+(0.51+1.01+1.01+0.5+0.48+0.96+0.96+0.48+0.46+0.93+0.93+0.46+0.54+0.38)+(0.73+0.37+1.1)）*43.5031851.49189*92CAD（(0.79+0.79+041、.79+0.7+0.63+1.04+0.65+1.03+0.67+1.02+0.7+0.68+0.99+0.69+0.97+0.71+0.96+0.7+0.72+0.94+0.73+0.93+0.75+0.92+0.7+0.73+0.86+0.7)-0.7）*17.756773.819口250*1020.7*75.36105.5弧形钢桁架159*12kgCAD11.02*2*2*43.5*00.0HJ10弧形钢桁架89*9.0kgCAD(19.94+0.7*3)*2*17.76*00.02159*122CAD（(1.01+1.01+1.01+0.96+0.96+0.96+0.93+0.93+042、.93+1.23)+(0.5+1.01+1.01+0.98+0.96+0.96+0.95+0.93+0.93+0.46+0.62+0.62)+(0.73+0.37+1.1)）*43.5031919.35189*92CAD（(0.79+0.79+0.79+0.63+1.04+0.65+1.03+0.67+1.02+0.7+0.68+0.99+0.69+0.97+0.71+0.96+0.7+0.72+0.94+0.73+0.93+0.75+0.92+0.7+0.84+1.01+0.7)）*17.756783.049口250*102CAD0.7*75.36105.5弧形钢桁架159*12kgCAD143、1.71*2*2*43.5*00.0HJ11弧形钢桁架89*9.0kgCAD(21.46+0.7*3)*2*17.76*00.02159*122CAD（(1.01+1.01+1.01+0.96+0.96+0.96+0.93+0.93+0.93+0.96+0.96)+(0.5+1.01+1.01+0.98+0.96+0.96+0.95+0.93+0.93+0.46+0.62+0.62+0.96+0.48)+(0.73+0.37+1.1)）*43.5032104.68编制人：第10页/共50页工工 程程 量量 计计 算算 书书189*92CAD（(0.79+0.79+0.79+0.63+1.04+44、0.65+1.03+0.67+1.02+0.7+0.68+0.99+0.69+0.97+0.71+0.96+0.7+0.72+0.94+0.73+0.93+0.75+0.92+0.7+0.77+0.91+0.79+0.9+0.7)）*17.756837.029口250*102CAD0.7*75.36105.5弧形钢桁架180*12kgCAD12.64*2*2*49.72*00.0HJ12弧形钢桁架89*9.0kgCAD(23.13+0.7*4)*2*17.76*00.03180*122CAD（(1.01+1.01+1.01+0.96+0.96+0.96+0.93+0.93+0.93+0.96+45、0.96+0.93)+(0.5+1.01+1.01+0.98+0.96+0.96+0.95+0.93+0.93+0.46+0.48+0.96+0.48+0.46+0.46)+(0.73+0.37+1.1)）*49.7182513.74189*92CAD（(0.79+0.79+0.79+0.63+1.04+0.65+1.03+0.67+1.02+0.7+0.68+0.99+0.69+0.97+0.71+0.96+0.7+0.72+0.94+0.73+0.93+0.75+0.92+0.7+0.77+0.91+0.79+0.9+0.7+0.79+0.88+0.7)）*17.756921.189口2546、0*102CAD0.7*75.36105.5弧形钢桁架159*12kgCAD13.13*2*2*43.5*00.0HJ13弧形钢桁架89*9.0kgCAD(25.82+0.7*4)*2*17.76*00.02159*122CAD（(1.01+1.01+1.01+0.96+0.96+0.96+0.93+0.93+0.93+0.64+0.64+0.64+0.71+0.71)+(0.5+1.01+1.01+0.5+0.48+0.96+0.96+0.48+0.46+0.93+0.93+0.46+0.32+0.64+0.64+0.32+0.36+0.71+0.36)+(0.73+0.37+1.1)）*447、3.5032285.65189*92CAD（(0.79+0.79+0.79+0.63+1.04+0.65+1.03+0.67+1.02+0.7+0.68+0.99+0.69+0.97+0.71+0.96+0.7+0.72+0.94+0.73+0.93+0.75+0.92+0.7+0.71+0.82+0.72+0.81+0.73+0.81+0.7+0.75+0.82+0.75+0.81+0.7)）*17.7561016.719口250*102CAD0.7*75.36105.5弧形钢桁架159*12kgCAD13.13*2*2*43.5*00.0HJ14弧形钢桁架89*9.0kgCAD(25.8248、+0.7*4)*2*17.76*00.02159*122CAD（(1.01+1.01+1.01+0.96+0.96+0.96+0.93+0.93+0.93+0.63+0.63+0.63+0.73+0.73)+(0.5+1.01+1.01+0.5+0.48+0.96+0.96+0.48+0.46+0.93+0.93+0.46+0.31+0.63+0.63+0.31+0.37+0.73+0.37)+(0.37+0.73+1.1)）*43.5032286.52189*92CAD（(0.79+0.79+0.79+0.63+1.04+0.65+1.03+0.67+1.02+0.7+0.68+0.99+049、.69+0.97+0.71+0.96+0.7+0.72+0.94+0.73+0.93+0.75+0.92+0.7+0.71+0.82+0.72+0.81+0.72+0.8+0.7+0.75+0.82+0.76+0.82+0.7)）*17.7561016.71编制人：第11页/共50页工工 程程 量量 计计 算算 书书9口250*102CAD0.7*75.36105.5弧形钢桁架180*12kgCAD12.64*2*2*49.72*00.0HJ15弧形钢桁架89*9.0kgCAD(23.13+0.7*4)*2*17.76*00.03180*122CAD（(1.01+1.01+1.01+0.96+50、0.96+0.96+0.93+0.93+0.93+0.63+0.63+0.63+0.97)+(0.5+1.01+1.01+0.5+0.48+0.96+0.96+0.48+0.46+0.93+0.93+0.46+0.31+0.63+0.63+0.31+0.49+0.49)+(0.37+0.73+1.1)）*49.7182515.73189*92CAD（(0.79+0.79+0.79+0.63+1.04+0.65+1.03+0.67+1.02+0.7+0.68+0.99+0.69+0.97+0.71+0.96+0.7+0.72+0.94+0.73+0.93+0.75+0.92+0.7+0.71+051、.82+0.72+0.81+0.72+0.8+0.7+0.8+0.89+0.7)）*17.756964.869口250*1020.7*75.36105.5弧形钢桁架159*12kgCAD11.67*2*2*43.5*00.0HJ16弧形钢桁架89*9.0kgCAD(21.39+0.7*3)*2*17.76*00.02159*122CAD（(1.01+1.01+1.01+0.96+0.96+0.96+0.93+0.93+0.93+0.94+0.94)+(0.5+1.01+1.01+0.5+0.48+0.96+0.96+0.48+0.46+0.93+0.93+0.46+0.47+0.94+0.4752、)+(0.37+0.73+1.1)）*43.5032030.72189*92CAD（(0.79+0.79+0.79+0.63+1.04+0.65+1.03+0.67+1.02+0.7+0.68+0.99+0.69+0.97+0.71+0.96+0.7+0.72+0.94+0.73+0.93+0.75+0.92+0.7+0.77+0.91+0.78+0.89+0.7)）*17.756836.319口250*1020.7*75.36105.5弧形钢桁架159*12kgCAD10.96*2*2*43.5*00.0HJ17弧形钢桁架89*9.0kgCAD(19.89+0.7*3)*2*17.76*0053、.02159*122CAD（(1.01+1.01+1.01+0.96+0.96+0.96+0.93+0.93+0.93+1.17)+(0.5+1.01+1.01+0.5+0.48+0.96+0.96+0.48+0.46+0.93+0.93+0.46+0.58+0.58)+(0.73+0.37+1.1)）*43.5031906.3189*92CAD（(0.79+0.79+0.79+0.63+1.04+0.65+1.03+0.67+1.02+0.7+0.68+0.99+0.69+0.97+0.71+0.96+0.7+0.72+0.94+0.73+0.93+0.75+0.92+0.7+0.82+0.54、98+0.7)）*17.756781.269口250*1020.7*75.36105.5弧形钢桁架159*12kgCAD10.52*2*2*43.5*00.0HJ18弧形钢桁架89*9.0kgCAD(18.96+0.7*3)*2*17.76*00.0编制人：第12页/共50页工工 程程 量量 计计 算算 书书2159*122CAD（(1.01+1.01+1.01+0.96+0.96+0.96+0.93+0.93+0.93+0.73)+(0.5+1.01+1.01+0.5+0.48+0.96+0.96+0.48+0.46+0.93+0.93+0.46+0.73)+(0.37+0.73+1.1)）55、*43.5031830.61189*92CAD（(0.79+0.79+0.79+0.63+1.04+0.65+1.03+0.67+1.02+0.7+0.68+0.99+0.69+0.97+0.71+0.96+0.7+0.72+0.94+0.73+0.93+0.75+0.92+0.7+0.91+0.7)）*17.756749.669口250*1020.7*75.36105.5弧形钢桁架180*12kgCAD10.3*2*2*49.72*00.0HJ19弧形钢桁架89*9.0kgCAD(18.87+0.7*4)*2*17.76*00.03180*122CAD（(1.01+1.01+1.01+0.956、6+0.96+0.96+0.93+0.93+0.93+0.51+0.5+1.01+1.01+0.5+0.48+0.96+0.96+0.48+0.46)+(0.93+0.93+0.46+0.51)+(0.73+0.37+1.1)）*49.7182048.38189*92CAD（(0.79+0.79+0.79+0.63+1.04+0.65+1.03+0.67+1.02+0.7+0.68+0.99+0.69+0.97+0.71+0.96+0.7+0.72+0.94+0.73+0.93+0.75+0.92+0.7+0.78+0.7)）*17.756745.049口250*1020.7*75.3610557、.5弧形钢桁架159*12kgCAD10.3*2*2*43.5*00.0HJ20弧形钢桁架89*9.0kgCAD(18.87+0.7*3)*2*17.76*00.02159*122CAD（(1.01+1.01+1.01+0.96+0.96+0.96+0.93+0.93+0.93+0.5)+(0.5+1.01+1.01+0.5+0.48+0.96+0.96+0.48+0.46+0.93+0.93+0.46+0.5)+(0.73+0.37+1.1)）*43.5031790.58189*92CAD（(0.79+0.79+0.79+0.63+1.04+0.65+1.03+0.67+1.02+0.7+058、.68+0.99+0.69+0.97+0.71+0.96+0.7+0.72+0.94+0.73+0.93+0.75+0.92+0.7+0.78+0.7)）*17.756745.049口250*1020.7*75.36105.5弧形钢桁架159*12kgCAD10.5*2*2*43.5*00.0HJ21弧形钢桁架89*9.0kgCAD(18.99+0.7*3)*2*17.76*00.02159*122CAD（(1.01+1.01+1.01+0.96+0.96+0.96+0.93+0.93+0.93+0.71)+(0.5+1.01+1.01+0.5+0.48+0.96+0.96+0.48+0.4659、+0.93+0.93+0.46+0.71)+(0.73+0.37+1.1)）*43.5031827.13189*92CAD（(0.79+0.79+0.79+0.63+1.04+0.65+1.03+0.67+1.02+0.7+0.68+0.99+0.69+0.97+0.71+0.96+0.7+0.72+0.94+0.73+0.93+0.75+0.92+0.7+0.9+0.7)）*17.756749.39口250*1020.7*75.36105.5编制人：第13页/共50页工工 程程 量量 计计 算算 书书弧形钢桁架159*12kgCAD10.93*2*2*43.5*00.0HJ22弧形钢桁架8960、*9.0kgCAD(19.88+0.7*3)*2*17.76*00.02159*122CAD（(1.01+1.01+1.01+0.96+0.96+0.96+0.93+0.93+0.93+1.14)+(0.5+1.01+1.01+0.5+0.48+0.96+0.96+0.48+0.46+0.93+0.93+0.46+0.57+0.57)+(0.73+0.37+1.1)）*43.5031901.95189*92CAD（(0.79+0.79+0.79+0.63+1.04+0.65+1.03+0.67+1.02+0.7+0.68+0.99+0.69+0.97+0.71+0.96+0.7+0.72+0.61、94+0.73+0.93+0.75+0.92+0.7+0.81+0.97+0.7)）*17.756780.559口250*1020.7*75.36105.5弧形钢桁架180*12kgCAD11.58*2*2*49.72*00.0HJ23弧形钢桁架89*9.0kgCAD(21.42+0.7*3)*2*17.76*00.03180*122CAD（(1.01+1.01+1.01+0.96+0.96+0.96+0.93+0.93+0.93+0.89+0.89)+(0.5+1.01+1.01+0.5+0.48+0.96+0.96+0.48+0.46+0.93+0.93+0.46+0.45+0.89+0.62、45)+(0.73+0.37+1.1)）*49.7182301.94189*92CAD（(0.79+0.79+0.79+0.63+1.04+0.65+1.03+0.67+1.02+0.7+0.68+0.99+0.69+0.97+0.71+0.96+0.7+0.72+0.94+0.73+0.93+0.75+0.92+0.7+0.76+0.89+0.77+0.88+0.7)）*17.756834.539口250*1020.7*75.36105.5弧形钢桁架159*12kg1.01 CAD12.52*2*2*43.5*00.0HJ24弧形钢桁架89*9.0kg1.01 CAD(23.07+0.7*363、)*2*17.76*00.02159*122CAD（(1.01+1.01+1.01+0.96+0.96+0.96+0.93+0.93+0.93+0.91+0.91+0.91)+(0.5+1.01+1.01+0.5+0.48+0.96+0.96+0.48+0.46+0.93+0.93+0.46+0.45+0.91+0.91+0.45)+(0.73+0.37+1.1)）*43.5032177.76189*92CAD（(0.79+0.79+0.79+0.63+1.04+0.65+1.03+0.67+1.02+0.7+0.68+0.99+0.69+0.97+0.71+0.96+0.7+0.72+0.964、4+0.73+0.93+0.75+0.92+0.7+0.76+0.9+0.77+0.89+0.79+0.87+0.7)）*17.756894.199口250*1020.7*75.36105.5弧形钢桁架159*12kg1.02 CAD13.74*2*2*43.5*00.0HJ25弧形钢桁架89*9.0kg1.02 CAD(26.11+0.7*3)*2*17.76*00.0编制人：第14页/共50页工工 程程 量量 计计 算算 书书2159*122CAD（(1.01+1.01+1.01+0.96+0.96+0.96+0.93+0.93+0.93+0.91+0.91+0.91+0.61+0.61)65、+(0.5+1.01+1.01+0.5+0.48+0.96+0.96+0.48+0.46+0.93+0.93+0.46+0.45+0.91+0.91+0.45+0.3+0.61+0.3)+(0.73+0.37+1.1)）*43.5032389.18189*92CAD（(0.79+0.79+0.79+0.63+1.04+0.65+1.03+0.67+1.01+0.7+0.68+0.99+0.69+0.97+0.71+0.96+0.7+0.72+0.94+0.73+0.93+0.75+0.92+0.7+0.76+0.9+0.77+0.89+0.79+0.87+0.74+0.79+0.74+0.7866、+0.7)）*17.7561002.159口250*1020.7*75.36105.5弧形钢桁架159*12kg1.04 CAD15.33*2*2*43.5*00.0HJ26弧形钢桁架89*9.0kg1.04 CAD(28.12+0.7*3)*2*17.76*00.02159*122CAD（(1.01+1.01+1.01+0.96+0.96+0.96+0.94+0.93+0.92+0.92+0.91+0.9+0.95+0.94+0.92)+(0.5+1.01+1.01+0.5+0.48+0.96+0.96+0.48+0.47+0.93+0.93+0.46+0.46+0.92+0.9+0.48+67、0.45+0.94+0.93+0.46)+(0.37+0.73+1.1)）*43.5032668.47189*92CAD（(0.79+0.79+0.79+0.63+1.04+0.65+1.03+0.67+1.01+0.7+0.68+0.99+0.69+0.97+0.71+0.96+0.7+0.72+0.94+0.73+0.93+0.75+0.91+0.7+0.76+0.9+0.77+0.89+0.78+0.87+0.81+0.87+0.82+0.86+0.83+0.84+0.7)）*17.7561071.759口250*1020.7*75.36105.5直形钢桁架159*12kg2CAD28.68、2*2*43.5*00.0HJ27直形钢桁架89*9.0kg20.83*2*32*17.76*00.02159*12228.2*2*43.5034907.14189*92CAD(0.76+0.76+0.76+0.76+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+069、.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83)*17.7561876.45直形钢桁架159*12kg2CAD28.32*2*43.5*00.0HJ28直形钢桁架89*9.0kg20.83*2*34*17.76*00.02159*12228.322*2*43.5034928.37189*92CAD（(0.76+0.76+0.76+0.83+0.78+0.78+0.78+0.78+0.78+0.78+0.78+0.78+0.7870、+0.78+0.78+0.78+0.78+0.78+0.78+0.78+0.83)+0.83*23*2）*17.7561938.96直形钢桁架180*12kg2CAD28.71*2*49.72*00.0HJ29编制人：第15页/共50页工工 程程 量量 计计 算算 书书直形钢桁架89*9.0kg20.83*2*34*17.76*00.03180*12228.711*2*49.7185709.81189*92CAD（(0.76+0.76+0.76+0.76+0.83+0.83+0.8+0.8+0.8+0.8+0.8+0.8+0.79+0.79+0.79+0.79+0.79+0.79+0.77+071、.77+0.77+0.77)+0.83*23*2）*17.7561970.92直形钢桁架159*12kg2CAD29.38*2*43.5*00.0HJ30直形钢桁架89*9.0kg20.83*2*34*17.76*00.02159*12229.38*2*43.5035112.47189*92CAD（(0.76+0.76+0.76+0.76+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.81+0.81+0.81+0.81+0.81+0.81+0.79+0.79+0.79+0.79)+0.83*23*2）*17.7561984.41弧形钢桁架159*12kg272、*1.04CAD31.71*2*43.5*00.0HJ31弧形钢桁架89*9.0kg2*1.040.83*2*35*17.76*00.02159*122CAD（(0.6+0.6+0.94+0.95+0.96+0.94+0.95+0.96+0.9+0.9+0.9+0.9+0.9+0.9+0.9+0.9+0.9+0.9+0.9+0.9+0.9+0.9+0.9+0.91+0.9+0.89+0.96+0.95+0.94+0.96+0.95+0.93+0.99+0.97+0.96)+(0.3+0.6+0.3+0.47+0.95+0.96+0.48+0.47+0.95+0.95+0.48+0.45+0.973、+0.9+0.45+0.45+0.9+0.9+0.45+0.45+0.9+0.9+0.45+0.45+0.9+0.9+0.45+0.45+0.9+0.9+0.45+0.45+0.9+0.9+0.45+0.48+0.96+0.95+0.47+0.48+0.95+0.94+0.47+0.5+0.98+0.97+0.48)）*43.5035520.53189*92CAD（(0.77+0.75+0.77+0.75+0.86+0.83+0.86+0.83+0.86+0.83+0.86+0.83+0.86+0.83+0.86+0.84+0.84+0.82+0.84+0.82+0.84+0.83+0.84+74、0.83+0.84+0.83+0.84+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.84+0.83+0.84+0.83+0.84+0.83+0.84+0.82+0.84+0.82+0.84+0.82+0.85+0.82+0.85+0.82+0.84+0.83+0.86+0.83+0.86+0.83+0.86+0.83+0.86+0.83+0.86+0.83+0.85+0.85+0.86+0.85+0.86+0.85+0.85)）*17.7562074.61直形钢桁架159*12kg2CAD4.58*2*43.5*00.0HJ32直形钢桁架89*9.0kg75、20.83*2*5*17.76*00.02159*1224.58*2*43.503796.97189*92CAD(0.83+0.83+0.83+0.83+0.83+0.83+0.84+0.84+0.84+0.84)*17.756296.17直形钢桁架159*12kg2CAD3.9*2*43.5*00.0HJ33直形钢桁架89*9.0kg2(0.83*5+0.7*3)*17.76*00.02159*1223.9*2*43.503678.65编制人：第16页/共50页工工 程程 量量 计计 算算 书书189*92CAD(0.7+0.76+0.76+0.76+0.76+0.7+0.83+0.83+076、.83+0.83+0.83+0.83+0.7)*17.756359.38直形钢桁架159*12kg2CAD28.2*2*43.5*00.0HJ34直形钢桁架89*9.0kg20.83*2*32*17.76*00.02159*12228.2*2*43.5034907.14189*92CAD（(0.82+0.82+0.82+0.82+0.82+0.82+0.82+0.82+0.82+0.82+0.82+0.82+0.76+0.76+0.76+0.76+0.85+0.85+0.85+0.85+0.85+0.85+0.85+0.82+0.88+0.88)+0.85*36）*17.7561846.98直77、形钢桁架159*12kg2CAD28.32*2*43.5*00.0HJ35直形钢桁架89*9.0kg20.83*2*34*17.76*00.02159*12228.322*2*43.5034928.37189*92CAD(0.77+0.77+0.77+0.77+0.77+0.77+0.77+0.77+0.77+0.77+0.77+0.77+0.77+0.77+0.77+0.77+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.8378、+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.85+0.85+0.85+0.85+0.85+0.85+0.85+0.85+0.85+0.85+0.85+0.85+0.76+0.76+0.76+0.76)*17.7561968.79直形钢桁架180*12kg2CAD28.71*2*49.72*00.0HJ36直形钢桁架89*9.0kg20.83*2*34*17.76*00.03180*12228.711*2*49.7185709.81189*92CAD(0.76+0.76+0.76+0.76+0.79、79+0.79+0.79+0.79+0.79+0.79+0.8+0.8+0.8+0.8+0.8+0.8+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.85+0.85+0.85+0.85+0.85+0.85+0.85+0.85+0.85+0.85+0.85+0.85+0.76+0.780、6+0.76+0.76)*17.7561978.02直形钢桁架159*12kg2CAD29.38*2*43.5*00.0HJ37直形钢桁架89*9.0kg20.83*2*34*17.76*00.02159*12229.38*2*43.5035112.47189*92CAD（(0.78+0.78+0.78+0.78+0.8+0.8+0.8+0.8+0.8+0.8+0.82+0.82+0.82+0.82+0.82+0.82)+(0.76+0.76+0.76+0.76+0.85+0.85+0.85+0.85+0.85+0.85+0.85+0.85+0.85+0.85+0.85+0.85+0.83)+81、0.83*34）*17.7561957.78弧形钢桁架159*12kg2*1.04CAD31.71*2*43.5*00.0HJ38弧形钢桁架89*9.0kg2*1.040.83*2*35*17.76*00.0编制人：第17页/共50页工工 程程 量量 计计 算算 书书2159*122CAD（(0.6+0.6+0.94+0.95+0.96+0.94+0.95+0.96+0.9+0.9+0.9+0.9+0.9+0.9+0.9+0.9+0.9+0.9+0.9+0.9+0.9+0.9+0.9+0.91+0.9+0.89+0.96+0.95+0.94+0.96+0.95+0.93+0.99+0.97+082、.96)+(0.3+0.6+0.3+0.47+0.95+0.96+0.48+0.47+0.95+0.95+0.48+0.45+0.9+0.9+0.45+0.45+0.9+0.9+0.45+0.45+0.9+0.9+0.45+0.45+0.9+0.9+0.45+0.45+0.9+0.9+0.45+0.45+0.9+0.9+0.45+0.48+0.96+0.95+0.47+0.48+0.95+0.94+0.47+0.5+0.98+0.97+0.48)）*43.5035520.53189*92CAD（(0.77+0.75+0.77+0.75+0.86+0.83+0.86+0.83+0.86+0.8383、+0.86+0.83+0.86+0.83+0.86+0.84+0.84+0.82+0.84+0.82+0.84+0.83+0.84+0.83+0.84+0.83+0.84+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.83+0.84+0.83+0.84+0.83+0.84+0.83+0.84+0.82+0.84+0.82+0.84+0.82+0.85+0.82+0.85+0.82+0.84+0.83+0.86+0.83+0.86+0.83+0.86+0.83+0.86+0.83+0.86+0.83+0.85+0.85+0.86+0.85+0.86+0.85+0.8584、)）*17.7562074.61直形钢桁架159*12kg2CAD4.05*2*43.5*00.0HJ39直形钢桁架89*9.0kg20.83*2*5*17.76*00.02159*1224.05*2*43.503704.75189*92CAD(0.85+0.85+0.85+0.85+0.85+0.85+0.76+0.76+0.76+0.76)*17.756289.07直形钢桁架159*12kg2CAD4.39*2*43.5*00.0HJ40直形钢桁架89*9.0kg20.83*2*5*17.76*00.02159*1224.394*2*43.503764.61189*92CAD(0.83+085、.83+0.83+0.83+0.82+0.82+0.82+0.82+0.82+0.82)*17.756292.62弧形钢桁架203*18kg2*1.0527.21*2*82.12*00.0HJ41弧形钢桁架89*9.0kg2*1.05CAD(46.69+0.7*11)*17.76*00.04203*182CAD27.21*2*82.1238938.27189*92CAD(0.7+1.03+0.64+1.02+0.66+0.7+0.99+0.66+0.98+0.68+0.98+0.7+0.7+1.03+0.76+1.02+0.78+0.7+0.99+0.79+0.98+0.81+0.7+0.9586、+0.83+0.94+0.85+0.7+0.92+0.86+0.9+0.88+0.7+0.88+0.9+0.86+0.92+0.7+0.85+0.94+0.83+0.95+0.7+0.81+0.98+0.79+0.99+0.7+0.78+1.02+0.76+1.03+0.7+0.7+0.98+0.68+0.98+0.66+0.99+0.7+0.66+1.02+0.64+1.03+0.7)*17.7561930.43弧形钢桁架203*18kg223.3*2*82.12*00.0HJ42弧形钢桁架89*9.0kg2CAD(39.94+0.7*9)*2*17.76*00.0编制人：第18页/共50页87、工工 程程 量量 计计 算算 书书4203*182CAD(0.94+0.94+0.94+1.13+1.13+1.11+1.11+1.09+1.09+1.08+1.08+1.08+1.08+1.09+1.09+1.11+1.11+1.13+1.13+0.94+0.94+0.94)*2*82.1237647.29189*92CAD(0.7+0.99+0.67+0.98+0.68+0.97+0.7+0.7+1.03+0.76+1.02+0.78+0.7+0.99+0.79+0.97+0.81+0.7+0.95+0.83+0.94+0.85+0.7+0.91+0.86+0.9+0.88+0.7+0.888、8+0.9+0.86+0.91+0.7+0.85+0.94+0.83+0.95+0.7+0.81+0.97+0.79+0.99+0.7+0.78+1.02+0.76+1.03+0.7+0.7+0.97+0.68+0.98+0.67+0.99+0.7)*17.7561641.36弧形钢桁架245*18kg222.04*2*100.77*00.0HJ43弧形钢桁架89*9.0kg2CAD(37.05+0.7*9)*17.76*00.05245*182CAD(1.09+1.09+1.13+1.13+1.11+1.11+1.09+1.09+1.08+1.08+1.08+1.08+1.09+1.09+189、.11+1.11+1.13+1.13+1.09+1.09)*2*100.7678867.5189*92CAD(0.7+1.05+0.71+1.03+0.73+0.7+1.03+0.76+1.02+0.78+0.7+0.99+0.79+0.97+0.81+0.7+0.95+0.83+0.94+0.85+0.7+0.92+0.86+0.9+0.88+0.7+0.88+0.9+0.86+0.92+0.7+0.85+0.94+0.83+0.95+0.7+0.81+0.97+0.79+0.99+0.7+0.78+1.02+0.76+1.03+0.7+0.73+1.03+0.71+1.05+0.7)*1790、.7561537.67弧形钢桁架203*18kg220.79*2*82.12*00.0HJ44弧形钢桁架89*9.0kg2CAD(36.31+0.7*9)*17.76*00.04203*182CAD(0.78+0.78+1.13+1.13+1.11+1.11+1.09+1.09+1.08+1.08+1.08+1.08+1.09+1.09+1.11+1.11+1.13+1.13+0.78+0.78)*2*82.1236819.49189*92CAD(0.7+0.92+0.67+0.91+0.68+0.7+1.03+0.76+1.02+0.78+0.7+0.99+0.79+0.97+0.81+0.91、7+0.95+0.83+0.94+0.85+0.7+0.92+0.86+0.9+0.88+0.7+0.88+0.9+0.86+0.92+0.7+0.85+0.94+0.83+0.95+0.7+0.81+0.97+0.79+0.99+0.7+0.78+1.02+0.76+1.03+0.7+0.68+0.91+0.67+0.92+0.7)*17.7561513.52弧形钢桁架203*18kg219.92*2*82.12*00.0HJ45弧形钢桁架89*9.0kg2CAD(32.14+0.7*9)*17.76*00.04203*182CAD（(1.13+1.13+1.13+1.11+1.11+1.092、9+1.09+1.08+1.08+1.08+1.08+1.09+1.09+1.11+1.11+1.13+1.13+1.13)+(1.13+0.57+1.13+0.57+0.55+1.11+0.55+0.55+1.09+0.55+0.54+1.08+0.54+0.54+1.08+0.54+0.55+1.09+0.55+0.55+1.11+0.55+0.57+1.13+0.57+1.13)）*82.1236540.28编制人：第19页/共50页工工 程程 量量 计计 算算 书书189*92CAD（(0.7+1.1+0.7+1.03+0.76+1.02+0.78+0.7+0.99+0.79+0.9793、+0.81+0.7+0.95+0.83+0.94+0.85+0.7+0.92+0.86+0.9+0.88+0.7+0.88+0.9+0.86+0.92+0.7+0.85+0.94+0.83+0.95+0.7+0.81+0.97+0.79+0.99+0.7+0.78+1.02+0.76+1.03+0.7+1.1+0.7)）*17.7561365.79弧形钢桁架203*18kg219.4*2*82.12*00.0HJ46弧形钢桁架89*9.0kg2CAD(31.78+0.7*9)*17.76*00.04203*182CAD（(0.87+1.13+1.13+1.11+1.11+1.09+1.09+194、.08+1.08+1.08+1.08+1.09+1.09+1.11+1.11+1.13+1.13+0.87)+(0.87+0.57+1.13+0.57+0.55+1.11+0.55+0.55+1.09+0.55+0.54+1.08+0.54+0.54+1.08+0.54+0.55+1.09+0.55+0.55+1.11+0.55+0.57+1.13+0.57+0.87)）*82.1236369.46189*92CAD（(0.7+0.91+0.7+1.03+0.76+1.02+0.78+0.7+0.99+0.79+0.97+0.81+0.7+0.95+0.83+0.94+0.85+0.7+0.995、2+0.86+0.9+0.88+0.7+0.88+0.9+0.86+0.92+0.7+0.85+0.94+0.83+0.95+0.7+0.81+0.97+0.79+0.99+0.7+0.78+1.02+0.76+1.03+0.7+0.91+0.7)）*17.7561352.3弧形钢桁架203*18kg119.23*2*82.12*00.0HJ47弧形钢桁架89*9.0kg1CAD(31.66+0.7*9)*17.76*00.04203*181CAD(0.78+1.13+1.13+1.11+1.11+1.09+1.09+1.08+1.08+1.08+1.08+1.09+1.09+1.11+1.196、1+1.13+1.13+0.78+0.78+0.57+1.13+0.57+0.55+1.11+0.55+0.55+1.09+0.55+0.54+1.08+0.54+0.54+1.08+0.54+0.55+1.09+0.55+0.55+1.11+0.55+0.57+1.13+0.57+0.78)*82.1233155.17189*91CAD(0.7+0.85+0.7+1.03+0.76+1.02+0.78+0.7+0.99+0.79+0.97+0.81+0.7+0.95+0.83+0.94+0.85+0.7+0.92+0.86+0.9+0.88+0.7+0.88+0.9+0.86+0.92+0.97、7+0.85+0.94+0.83+0.95+0.7+0.81+0.97+0.79+0.99+0.7+0.78+1.02+0.76+1.03+0.7+0.85+0.7)*17.756674.02弧形钢桁架203*18kg45.85*2*82.12*00.0HJ48弧形钢桁架89*9.0kg4CAD(10.05+0.7*2)*17.76*00.04203*184CAD(1.13+1.13+0.94+0.94+0.94+0.76+0.57+1.13+0.57+0.47+0.94+0.94+0.47+0.76)*82.1233840.07189*94CAD(0.78+1.02+0.76+1.03+0.98、7+0.7+0.97+0.68+0.98+0.67+0.99+0.7+0.77+0.7)*17.756813.22弧形钢桁架203*18kg2*1.0336.22*2*82.12*00.0HJ49弧形钢桁架89*9.0kg2*1.030.85*2*43*17.76*00.0编制人：第20页/共50页工工 程程 量量 计计 算算 书书4203*182CAD(0.93+0.94+0.94+0.72+0.73+0.73+0.72+0.72+0.73+0.91+0.92+0.92+0.91+0.91+0.92+0.91+0.91+0.91+0.91+0.91+0.91+0.91+0.91+0.91+099、.91+0.91+0.91+0.92+0.91+0.91+0.92+0.92+0.91+0.73+0.72+0.72+0.73+0.73+0.72+0.94+0.94+0.93)*2*82.12311897.98189*92CAD(0.92+0.75+0.92+0.76+0.91+0.77+0.84+0.73+0.84+0.74+0.84+0.74+0.83+0.74+0.83+0.75+0.82+0.75+0.87+0.8+0.87+0.8+0.87+0.81+0.86+0.81+0.86+0.81+0.86+0.82+0.85+0.82+0.85+0.82+0.85+0.83+0.84+0100、.83+0.84+0.83+0.84+0.84+0.84+0.84+0.83+0.84+0.83+0.84+0.83+0.85+0.82+0.85+0.82+0.85+0.82+0.86+0.81+0.86+0.81+0.86+0.81+0.87+0.8+0.87+0.8+0.87+0.75+0.82+0.75+0.83+0.74+0.83+0.74+0.84+0.74+0.84+0.73+0.84+0.77+0.91+0.76+0.92+0.75+0.92)*17.7562454.59直形钢桁架245*18kg231.87*2*100.77*00.0HJ50直形钢桁架89*9.0kg20.8101、5*2*33*17.76*00.05245*18231.865*2*100.76712843.76189*92CAD(0.98+0.88+0.88+0.88+0.88+0.88+0.88+0.88+0.88+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0102、.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.88+0.88+0.88+0.88+0.88+0.88+0.88+0.88+0.98)*17.7562001.46直形钢桁架245*18kg230.5*2*100.77*00.0HJ51直形钢桁架89*9.0kg20.85*2*32*17.76*00.05245*18230.52*2*100.76712301.64189*92CAD(0.88+0.88+0.88+0.88+0.88+0.88+0.88+0.88+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0103、.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.88+0.88+0.88+0.88+0.88+0.88+0.88+0.88)*17.7561931.85直形钢桁架245*18kg229.55*2*100.77*00.0HJ52直形钢桁架89*9.0kg20104、.85*2*32*17.76*00.05245*18229.549*2*100.75611908.96编制人：第21页/共50页工工 程程 量量 计计 算算 书书189*92CAD(0.82+0.82+0.82+0.82+0.88+0.88+0.88+0.88+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84105、+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.88+0.88+0.88+0.88+0.82+0.82+0.82+0.82)*17.7561914.81直形钢桁架245*18kg228.99*2*100.77*00.0HJ53直形钢桁架89*9.0kg20.85*2*32*17.76*00.05245*18228.986*2*100.75611682.05189*92CAD(0.78+0.78+0.78+0.78+0.88+0.88+0.88+0.88+0.84+0.84+0.84+0.84+0.106、84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.88+0.88+0.88+0.88+0.78+0.78+0.78+0.78)*17.7561903.44直形钢桁架245*18kg128.8*2*100.77*107、00.0HJ54直形钢桁架89*9.0kg10.85*2*32*17.76*00.05245*18245*18128.8*2*100.7565803.55189*989*91CAD(0.77+0.77+0.77+0.77+0.88+0.88+0.88+0.88+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84108、+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.84+0.88+0.88+0.88+0.88+0.77+0.77+0.77+0.77)*17.756950.3直形钢桁架245*18kg43.95*2*100.77*00.0HJ55直形钢桁架89*9.0kg40.85*2*4*17.76*00.05 5245*18245*1843.952*2*100.7563185.51 189*989*94CAD(0.88+0.88+0.88+0.88+0.83+0.83+0.83+0.83)*17.756485.8*屋屋109、盖盖两两翼翼上上弦弦檩檩条条2 2级级目目录录请请选选择择汇汇总总方方式式钢檩条C120*50*20*2kg2CAD(28.2+28.2+27.95+27.96+28+28.07+28.17+28.3+28.46+28.65+28.87+29.12+9+6.49+4.12+1.74+0.88+6.9+4.05+1.2+31.72)*3.84*2*00.0横向钢檩条C120*50*20*2kg2CAD(14.23+12.58+11.34+9.54+9.77+9.37+9.19+9.22+9.46+9.92+10.61+11.54+13.13)*3.84*2*00.0纵向零星构件60*3kg2(8110、0+110)*2*0.16*8.434*00.0平均长0.16m零星构件钢板200*200*6kg20.2*0.2*0.006*7850*(80+110)*2*00.0零星构件钢板110*150*6kg20.11*0.15*0.006*7850*2*(110+80)*2*00.0编制人：第22页/共50页工工 程程 量量 计计 算算 书书檩条C120X50X20X24CAD（27.96+28+28.07+28.17+28.3+28.45+28.65+28.86+29.12+6.6+3.9+1.2+9.31+6.13+3.84+1.85+0.74）*3.954568.57横向檩条C120X50X111、20X24CAD（11.41+10.9+9.99+9.31+8.85+8.61+8.58+8.76+9.16+9.78+10.78+12.17+14.55*2-0.75）*3.952317.07纵向檩托60*344.217*0.16*（11*9+17+28）388.64钢板200*200*640.2*0.2*6*7.85*1441085.18钢板110*150*640.11*0.15*6*7.85*144447.64*屋屋盖盖两两翼翼下下弦弦及及立立面面檩檩条条2 2级级目目录录请请选选择择汇汇总总方方式式钢檩条C120*50*20*2kg2CAD(28.2+28.2+28.25+28.32+112、28.42+28.55+28.7+28.9+29.11+29.38+6.6+3.9+1.2+9.56+6.83+4.05+2.12+1.2+31.72)*3.84*2*00.0横向钢檩条C120*50*20*2kg2CAD(15.33+12.58+11.34+9.54+9.77+9.37+9.19+9.22+9.46+9.92+10.61+11.54+12.03)*3.84*2*00.0纵向零星构件63*3kg2(54+110)*2*0.08*8.434*00.0平均长0.08m零星构件钢板200*200*6kg20.2*0.2*0.006*7850*(54+110)*2*00.0零星构件钢板113、110*150*6kg20.11*0.15*0.006*7850*2*(110+54)*2*00.0檩条C120X50X20X24CAD（28.2+28.25+28.32+28.42+28.55+28.7+28.9+29.12+29.38+6.6+3.9+1.2+9.57+6.4+4.12+2.12+1.22）*3.954628.93横向檩条C120X50X20X24CAD（11.41+10.91+9.99+9.31+8.85+8.58+8.58+8.76+9.16+9.81+10.77+12.17+14.2）*3.952093.5纵向檩托60*344.217*0.08*（12*10+25）1114、95.67钢板200*200*640.2*0.2*6*7.85*1451092.72钢板110*150*640.11*0.15*6*7.85*145450.75钢檩条C120*50*20*2kg2(37+48*2+31)*1.37*3.84*00.0立面零星构件60*3kg2(37+48*2+31)*2*0.085*8.434*00.0平均长0.085m零星构件钢板200*200*6kg20.2*0.2*0.006*7850*(37+48*2+31)*2*00.0C120*50*20*24CAD1.37*14*2*3.95606.09C120*50*20*22CAD1.37*48*3.9551115、9.560*30.085*4.217*（28*4+48*2）*2149.11钢板200*200*60.2*0.2*7.85*6*（28*4+48*2）*2783.74*屋屋盖盖中中庭庭上上弦弦及及立立面面檩檩条条2 2级级目目录录请请选选择择汇汇总总方方式式编制人：第23页/共50页工工 程程 量量 计计 算算 书书钢檩条C120*50*20*2kg1CAD(28.31+28.39+28.59+28.89+29.33+29.88+30.56+31.37+10.49+7.99+5.48+3.62+2.42+10.49+7.98+5.48+3.62+2.42+37.67)*3.84*2*00.0横116、向钢檩条C120*50*20*2kg1CAD(28.07+22.8+21.54+20.29+19.42+18.9+18.73/2)*2*3.84*00.0纵向零星构件63*3kg1(52+88)*2*0.16*8.434*00.0平均长0.16m零星构件钢板200*200*6kg10.2*0.2*0.006*7850*(52+88)*2*00.0零星构件钢板110*150*6kg10.11*0.15*0.006*7850*2*(52+88)*2*00.0钢檩条C120*50*20*2kg1(43*2+53*2)*1.37*3.84*00.0立面零星构件63*3kg1(43*2+53*2)*2*117、0.085*8.434*00.0平均长0.085m零星构件钢板200*200*6kg10.2*0.2*0.006*7850*(43*2+53*2)*2*00.0檩条C120X50X20X22CAD（28.39+28.59+28.9+29.33+29.89+30.53+31.37+10.48+7.98+5.45+3.61+2.16+10.49+7.96+5.48+3.58+2.17）*3.952104.24横向檩条C120X50X20X22CAD（11.04+10.45+9.88+9.47+9.25+9.19+9.23+9.47+9.88+10.47+11.03+13.28*2+27.31）*3118、.951289.52纵向檩托60*324.217*0.08*（13*8+33）92.44钢板200*200*620.2*0.2*6*7.85*137516.22钢板110*150*620.11*0.15*6*7.85*137212.94立面C120*50*20*22CAD1.37*43*3.95465.3960*30.085*4.217*43*230.83钢板200*200*60.2*0.2*7.85*6*43*2162.02*屋屋盖盖中中庭庭下下弦弦檩檩条条2 2级级目目录录请请选选择择汇汇总总方方式式钢檩条C120*50*20*2kg1CAD(28.57+23.3+22.04+20.79+119、19.92+19.4+19.23/2)*2*3.84*00.0纵向钢檩条C120*50*20*2kg1CAD(28.8/2+28.89+29.12+29.4+29.83+30.38+31.06+31.87+10.74+8.23+5.73+3.87+2.67+10.74+8.23+5.73+3.87+2.67)*2*3.84*00.0横向零星构件63*3kg1(41+100)*2*0.08*8.434*00.0平均长0.08m零星构件钢板200*200*6kg10.2*0.2*0.006*7850*(41+100)*2*00.0零星构件钢板110*150*6kg10.11*0.15*0.006*120、7850*2*(41+100)*2*00.0檩条C120X50X20X22CAD（28.89+29.1+29.38+29.83+30.39+31.06+31.87+10.75+8.25+5.7+3.87+2.33+10.73+8.23+5.73+3.85+2.33）*3.952151.09横向檩条C120X50X20X2CAD28.8*3.95113.76横向檩条C120X50X20X2CAD（27.31*2+(11.52+10.95+10.38+9.97+9.73)*4+18.83）*3.951120.42纵向檩托60*34.217*0.08*（13*7+32）*2+13）87.38钢板20121、0*200*60.2*0.2*6*7.85*（13*7+32）*2+13）487.96编制人：第24页/共50页工工 程程 量量 计计 算算 书书钢板110*150*60.11*0.15*6*7.85*（13*7+32）*2+13）201.28*钢钢楼楼梯梯2 2级级目目录录请请选选择择汇汇总总方方式式钢梯槽22bkg26.49*2*28.453*00.06.48*4*28.453737.5钢平台PTL L63*6kg31.2*5.72120.6钢平台GL2 口150*6kg1(2.55+1.13*2)*27.13130.5（2.55+1.13*2）*27.13*00.0钢平台GL1 口300122、*150*6kg12.55*41.26105.21钢平台钢板-6kg1(2.85*1.43+0.26*1.17)*0.006*7850206.28钢梯钢板-5kg11.17*0.42*0.005*7850*42*00.01.165*0.417*5*7.85*42800.85钢梁GL5 口100*5kg(2.55*2+2.05*2)*14.92137.26钢梁GL2 口150*6kg(2.55*2+1.13*2)*27.13199.68钢梁口250*150*6kg26.49*36.55474.42钢梁GL2 口150*6kg(2.55*2+2.05*2)*27.13249.6钢檩条C120*50123、*2kg(2.85*6+6.5*2)*3.45103.85钢檩条C160*50*3kg6.5*6.1239.78钢平台GL3口350*250*10kg2.55*2*91.06464.41钢平台GL4 口300*10kg2.05*2*91.06373.35钢平台PTL L63*6kg32.05*5.72135.18钢走道钢板-6kg182.65*2.45*0.006*7850*00.0CAD（2.24*79.8+2.75*2.45）*7.85*68736.56钢走道L56*36*5kg1651.93*3.466*00.00.4*3.92*2*165517.44*弧弧形形楼楼梯梯2 2级级目目录录124、请请选选择择汇汇总总方方式式弧形钢梯GLTPkg6(0.88*1.35*0.012+0.825*0.1*0.012*5)*7850*2*00.060.875*(0.348*4+0.14)*0.5*7.85*12378.8360.825*0.1*7.85*20*4310.86弧形钢梯GLTBkg6(0.36*0.8*0.012+0.8*0.1*0.012)*7850*36*00.060.8*0.1*20*7.85*362712.9660.8*0.078*12*7.85*361269.67钢平台钢板-6kg61.15*1.9*0.006*7850*00.0编制人：第25页/共50页工工 程程 量量125、 计计 算算 书书61.03*1.9*6*7.85553.05钢平台L50*5kg60.655*2*3.7729.63钢平台钢板200*150*14kg60.2*0.15*0.012*7850*2*267.8260.2*0.15*14*7.85*4*00.0*天天沟沟2 2级级目目录录请请选选择择汇汇总总方方式式无无天天沟沟CADCAD图图纸纸，无无法法量量取取。*天天沟沟5005003 3级级目目录录28.828.8不锈钢板天沟5001.5mm不锈钢板，展开840mmm28.828.8拉杆3000m0.5*105.0*天天沟沟3503503 3级级目目录录请请选选择择汇汇总总方方式式不锈钢板126、天沟3501.5mm不锈钢板，展开690mmm4CAD28.2112.8拉杆3000m40.35*1014.0*天天沟沟2502503 3级级目目录录请请选选择择汇汇总总方方式式不锈钢板天沟2501.5mm不锈钢板，展开590mmm014.8*4+12.03*4+27.78*20.0250mCAD27.31*254.62250CAD14.55*4+25.02*2108.24拉杆3000m(5*4+5*4+10*2)*0.2515.0*装装修修1 1级级目目录录请请选选择择汇汇总总方方式式2.5mm复合铝板柱面800m28CAD11.53*3.14*0.8231.712.5mm复合铝板柱面120127、0m2416.03*3.14*1.2241.6不锈钢栏杆扶手H=1100mm296.81*00.0CAD(79.8+2.2+79.8+2.2)-0.9*6+1.9*12+13.05*4+1.3*2236.2成品百叶窗m212.42*00.00.65*2.1*68.19MQ111.95*0.61.17MQ28MQ32MQ411.95*0.61.17MQ51明框玻璃幕墙5+2+5厚钢化夹层m2387.38*00.02.1(79.8+2.2+79.8+2.2)-0.9*6+1.9*12-0.65*6-3366.45MQ1-11*2.1-2.1编制人：第26页/共50页工工 程程 量量 计计 算算 书128、书MQ2-8MQ3-2MQ4-11*2.1-2.1MQ5-10.9*0.6*26-14.04银灰色铝板檐口3mm条形铝板挂板m2(32.98*4+31.89*2+26.26*2+28.3*2+37.67)*2.4*00.02.2CAD18.22*4+33.02*4450.912mm条形铝板挂板顶棚m22037.07*00.01.1641.22*0.9+627.07*0.8*21738.45屋面采光板单层面积m24084.14*00.01.1CAD627.07*2+641.222084.9满堂脚手架m30CAD635.84*17.34+499.82*12.16*20.082.92*29.4*5+129、641.2212830.46CAD499.82499.82CAD11.66+0.612.26CAD1.581.58编制人：第27页/共50页工工 程程 量量 计计 算算 书书编制人：第28页/共50页工工 程程 量量 计计 算算 书书2-2.2250*12-250*10 2.03-2.2编制人：第29页/共50页工工 程程 量量 计计 算算 书书19.5-19.1250*12-250*10 2.05-2.22.05-2.2159*12-159*10编制人：第30页/共50页工工 程程 量量 计计 算算 书书A159*10A89*7.0核核对对杆杆件件尺尺寸寸编制人：第31页/共50页工工 程程130、 量量 计计 算算 书书编制人：第32页/共50页工工 程程 量量 计计 算算 书书 编制人：第33页/共50页工工 程程 量量 计计 算算 书书编制人：第34页/共50页工工 程程 量量 计计 算算 书书编制人：第35页/共50页工工 程程 量量 计计 算算 书书编制人：第36页/共50页工工 程程 量量 计计 算算 书书编制人：第37页/共50页工工 程程 量量 计计 算算 书书编制人：第38页/共50页工工 程程 量量 计计 算算 书书31.72-31.71编制人：第39页/共50页工工 程程 量量 计计 算算 书书31.72-31.71编制人：第40页/共50页工工 程程 量量 计计 131、算算 书书编制人：第41页/共50页工工 程程 量量 计计 算算 书书编制人：第42页/共50页工工 程程 量量 计计 算算 书书A203*16编制人：第43页/共50页工工 程程 量量 计计 算算 书书A245*16编制人：第44页/共50页工工 程程 量量 计计 算算 书书编制人：第45页/共50页工工 程程 量量 计计 算算 书书1.25-1.263*3-60*3编制人：第46页/共50页工工 程程 量量 计计 算算 书书编制人：第47页/共50页工工 程程 量量 计计 算算 书书编制人：第48页/共50页工工 程程 量量 计计 算算 书书无无天天沟沟CADCAD图图纸纸，无无法法量量取132、取。编制人：第49页/共50页娄娄底底收收费费站站大大棚棚审审核核工工程程量量汇汇总总序号项目名称单位工程量备注1预埋件t3.0592圆钢柱t51.5243管钢柱t1.6294弧形支撑t7.4275方钢拉杆t26.6216方钢弦杆t114.9247弧形桁架t147.9428直形桁架t109.8569屋面檩条t25.64610墙皮檩条t2.71711钢走道t10.12712钢梯t3.20613弧形钢梯t5.32314不锈钢板天沟500m28.815不锈钢板天沟350m112.816不锈钢板天沟250m162.86172.5mm复合铝板柱面m2473.3118不锈钢栏杆扶手H=1100m236.219成品百叶窗m210.5320明框玻璃幕墙m2348.2121檐口3mm条形铝板挂板m2450.91222mm条形铝板挂板顶棚m21738.4523屋面采光板m22084.9