1、第1頁;共50頁工 程 量 計 算 表工程名稱：婁底收費站收費天棚變更清 單 編 碼項 目 名 稱計 算 式單 位數 量1 1預預埋埋件件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 2零零星星構構件件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+190

3、.27+531.29+438.31T T13.40613.4063 3鋼鋼管管柱柱合合計計T T圓鋼管柱29525.85+18932.44+3763.29T52.22252.222方鋼管柱997.92+4.24+633.6T1.6361.6364 4鋼鋼支支撐撐合合計計T T鋼支撐(弧形)701.22+2315.78+603.78+2102.27+605.52+2102.27T8.4318.431鋼拉桿373.3+29729.69+633.6T30.73730.7375 5鋼鋼梁梁13235.82+11080.32+137.26+199.68+474.42+249.613235.82+1108

4、0.32+137.26+199.68+474.42+249.6T T25.37725.3776 6鋼鋼走走道道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+11

5、03.7575T T79.24079.2407 7鋼鋼管管桁桁架架梁梁合合計計T T弧形鋼桁架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+78

6、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:監理處計量工程師:第2頁;共50頁直形鋼桁架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+96

8、6.14+3184.33+483.07T128.1308 8鋼鋼檁檁條條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直直形形鋼鋼梯梯738.64+810.07738.64+810.07T T1.5491.5491010鋼鋼平平臺臺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弧弧形形鋼鋼梯梯1809.21+7487.771809.21+7487.77T T9.2979.297不不銹銹鋼鋼板板天天溝溝50050028.828.8#REF!#REF!#REF!#REF!不不銹銹鋼鋼板板天天溝溝350350112.8112.8#REF!#REF!#REF!#REF!不不銹

10、銹鋼鋼板板天天溝溝250250162.88162.88#REF!#REF!#REF!#REF!3mm3mm復復合合鋁鋁板板柱柱面面231.71+241.6231.71+241.6#REF!#REF!#REF!#REF!不不銹銹鋼鋼欄欄桿桿扶扶手手296.81296.81#REF!#REF!#REF!#REF!成成品品百百葉葉窗窗12.4212.42#REF!#REF!#REF!#REF!明明框框玻玻璃璃幕幕墻墻387.38387.38#REF!#REF!#REF!#REF!檐檐口口3mm3mm條條形形鋁鋁板板掛掛板板821.98821.98#REF!#REF!#REF!#REF!2mm2mm條

11、條形形鋁鋁板板掛掛板板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臺臺班班#NAME?#NAME?#REF!#REF!#REF!#REF!1 1#REF!#RE

12、F!#NAME?#NAME?承包人:監理處計量工程師:第3頁;共50頁審核備注3.0593.059詳詳見見計計算算稿稿7.7547.754詳詳見見計計算算稿稿詳詳見見計計算算稿稿51.20051.200詳詳見見計計算算稿稿1.6211.621詳詳見見計計算算稿稿詳詳見見計計算算稿稿8.4308.430詳詳見見計計算算稿稿26.62126.621詳詳見見計計算算稿稿25.37725.377詳詳見見計計算算稿稿75.74675.746詳詳見見計計算算稿稿詳詳見見計計算算稿稿172.792172.792詳詳見見計計算算稿稿 承包人:監理處計量工程師:第4頁;共50頁127.933127.933詳詳見

13、見計計算算稿稿22.12322.123詳詳見見計計算算稿稿1.5381.538詳詳見見計計算算稿稿11.24011.240詳詳見見計計算算稿稿4.6724.672詳詳見見計計算算稿稿28.80028.800詳詳見見計計算算稿稿112.800112.800詳詳見見計計算算稿稿162.860162.860詳詳見見計計算算稿稿473.310473.310詳詳見見計計算算稿稿236.200236.200詳詳見見計計算算稿稿10.53010.530詳詳見見計計算算稿稿348.210348.210詳詳見見計計算算稿稿450.910450.910詳詳見見計計算算稿稿1738.4501738.450詳詳見見計

14、計算算稿稿2084.9002084.900詳詳見見計計算算稿稿詳詳見見計計算算稿稿 承包人:監理處計量工程師:工工 程程 量量 計計 算算 書書工程名稱：婁底北收費天棚鋼結構編制單位：序序號號編編碼碼項項目目名名稱稱單單位位倍倍數數計計 算算 式式工工程程量量變變量量備備注注*結結構構1 1級級目目錄錄請請選選擇擇匯匯總總方方式式*預預埋埋件件2 2級級目目錄錄請請選選擇擇匯匯總總方方式式*MJ1MJ14 4件件請請選選擇擇匯匯總總方方式式預埋件鋼板-940*28kg40.94*0.94*0.028*7850776.86預埋件螺栓M30kg40.878*5.55*10194.92預埋件工字鋼H

15、-200*200*8*12kg448.73*0.1223.39每米重48.73KG預埋件鋼板-90*90*20kg40.09*0.09*0.02*7850*1050.87預埋件鋼板-70*70*20kg40.07*0.07*0.02*7850*10*261.54*MJ2MJ28 8件件請請選選擇擇匯匯總總方方式式預埋件鋼板-800*28kg80.8*0.8*0.028*78501125.38預埋件螺栓M30kg80.878*5.55*8311.87預埋件工字鋼H-200*200*8*12kg848.73*0.12*00.0預埋件工字鋼H-150*150*7*10kg830.69*0.1229.

16、46預埋件鋼板-90*90*20kg80.09*0.09*0.02*7850*881.39預埋件鋼板-70*70*20kg80.07*0.07*0.02*7850*8*298.47*MJ3MJ36 6件件請請選選擇擇匯匯總總方方式式預埋件鋼板400*400*20kg60.4*0.4*0.02*7850150.72預埋件鋼筋三級14kg60.45*1.21*8*00.0預埋件鋼筋三級14kg60.448*1.208*825.98*MJ4MJ48 8件件請請選選擇擇匯匯總總方方式式預埋件鋼板300*300*14kg80.3*0.3*0.014*785079.13預埋件鋼筋三級14kg80.45*1

17、.21*6*00.0預埋件鋼筋三級14kg80.442*1.208*625.63*MJ5MJ52 2件件請請選選擇擇匯匯總總方方式式預埋件鋼板250*300*14kg20.25*0.3*0.014*785016.49預埋件鋼筋三級14kg20.45*1.21*6*00.0預埋件鋼筋三級14kg20.442*1.208*66.41*鋼鋼柱柱2 2級級目目錄錄請請選選擇擇匯匯總總方方式式*GZ1GZ14 4件件請請選選擇擇匯匯總總方方式式零星構件鋼板110*270*20kg40.11*0.27*0.02*7850*20373.03鋼管柱鋼管柱700*26kg417.08*432.1729525.8

18、5432.17kg/m零星構件鋼板800*800*10kg40.8*0.8*0.01*7850200.96*GZ2GZ28 8件件請請選選擇擇匯匯總總方方式式零星構件鋼板110*270*20kg80.11*0.27*0.02*7850*16596.85鋼管柱鋼管柱402*20kg812.56*188.42*00.0188.42kg/m鋼管柱鋼管柱402*20kg8CAD12*188.41418087.74編制人：第5頁/共50頁工工 程程 量量 計計 算算 書書零星構件鋼板500*500*10kg80.5*0.5*0.01*7850157.0*TZ1TZ16 6件件請請選選擇擇匯匯總總方方式式

19、零星構件鋼板90*150*10kg60.09*0.15*0.01*7850*425.43加勁肋板t=10kg6CAD0.15*0.09*10*7.85*4*00.0鋼管柱203*16kg68.5*73.79*00.073.79kg/m203*16kg68.1*73.7873586.05零星構件鋼板200*200*6kg60.2*0.2*0.006*785011.3*TZ2TZ2長長94509450 4 4件件請請選選擇擇匯匯總總方方式式口方鋼管柱口150*6.0kg49.45*26.4*00.026.4kg/mkg4CAD9.4*26.4992.64方鋼管柱鋼板150*150*6kg40.15

20、*0.15*0.006*78504.24*TZ2TZ2長長94509450 4 4件件請請選選擇擇匯匯總總方方式式口方鋼管柱口150*6.0kg46*26.4*00.0kg45.95*26.4628.32零星構件鋼板150*150*6kg40.15*0.15*0.006*78504.24*鋼鋼支支撐撐2 2級級目目錄錄請請選選擇擇匯匯總總方方式式*1 1、1313軸軸4 4件件請請選選擇擇匯匯總總方方式式鋼支撐(弧形)159*12kg4(1.88+2.15)*43.5701.2243.5kg/m鋼支撐(弧形)203*18kg4(3.741+3.307)*82.122315.1382.12kg/

21、m*3 3、1111軸軸4 4件件請請選選擇擇匯匯總總方方式式鋼支撐(弧形)159*12kg4(1.65+1.82)*43.5603.78鋼支撐(弧形)203*18kg4(3.63+2.77)*82.122102.27*5 5、9 9軸軸4 4件件請請選選擇擇匯匯總總方方式式鋼支撐(弧形)159*12kg4(1.66+1.82)*43.5605.52鋼支撐(弧形)203*18kg4(3.63+2.77)*82.122102.27*字字體體支支架架2 2件件請請選選擇擇匯匯總總方方式式鋼拉桿口150*6.0kg2(2.9+4.17)*26.4373.3*電電子子顯顯標標屏屏桿桿件件2 2件件請請

22、選選擇擇匯匯總總方方式式鋼拉桿口400*12kg421.9*169.69*2*00.0169.69kg/m4146.2*21.9*225614.24鋼拉桿口150*6.0kg43*2*26.4633.6*走走廊廊下下弦弦桿桿件件2 2級級目目錄錄請請選選擇擇匯匯總總方方式式口鋼梁口400*14kg613*169.69*00.0口鋼梁口400*300*12kg2(5.4*7+5.7)*127.36*00.0127.36kg/m口鋼走道口350*250*10kg(79.8*2+2.2*6)*91.06*00.091.06kg/m口鋼走道口250*10kg2.2*86.77*50*00.086.77

23、kg/m編制人：第6頁/共50頁工工 程程 量量 計計 算算 書書口鋼走道口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口鋼走道口100*50*5kg60.905*2*10.99*00.010.99kg/m口鋼走道口350*200*10kg60.995*83.21*00.083.21kg/m口鋼走道口250*200*10kg61.9*67.51*00.067.51kg/m口鋼走道口200*100*6kg60.9*27.13*00.027.13kg/m15口350*250*10（7

24、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*100.9

25、95*6*83.21496.76*走走廊廊上上弦弦桿桿件件請請選選擇擇匯匯總總方方式式口鋼走道口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口鋼走道口400*300*12kg2CAD19.1*127.36*00.0127.36kg/m口鋼走道口250*10kg2.2*11*86.77*00.0口鋼走道口200*100*4kg2.2*2*18.34*00.018.34kg/m鋼走道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）立立面面桿桿件件2 2級級目目錄錄請請選選擇擇匯匯總總方方式式口鋼走道口250*12kg2(3.2*24+2.5*13)*86.77*00.0口鋼走道口250*20

27、0*10kg2(3.2*2+2.5*2)*67.51*00.0零星構件柱封頂kg2(0.35*0.35*0.01*24+0.35*0.3*0.01*2)*7850*00.0口鋼走道口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編制人：第7頁/共50頁工工 程程 量量 計計 算算 書書8口150*6.02C

28、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*鋼鋼桁桁架架2 2級級目目錄錄請請選選擇擇匯匯總總方方式式核核對對桿桿件件尺尺寸寸弧形鋼桁架159*12kg1.04 CAD(15.33+15.33)*2*43.5*00.0HJ

29、1弧形鋼桁架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*102CAD0

30、.7*75.36105.5弧形鋼桁架159*12kg1.02 CAD13.68*2*2*43.5*00.0HJ2弧形鋼桁架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+0.72

31、+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弧形鋼桁架159*12kg1.01 CAD12.44*2*2*43.5*00.0HJ3弧形鋼桁架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+1

32、.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弧形鋼桁架159*

33、12kgCAD10.64*2*2*43.5*00.0HJ4弧形鋼桁架89*9.0kgCAD(19.66+0.7*3)*2*17.76*00.0編制人：第8頁/共50頁工工 程程 量量 計計 算算 書書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+1.03

34、+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弧形鋼桁架159*12kgCAD10.87*2*2*43.5*00.0HJ5弧形鋼桁架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弧形鋼桁架159*12kgCAD10.47*2*2*43.5*00.0HJ

36、6弧形鋼桁架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+0.7

37、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弧形鋼桁架159*12kgCAD10.29*2*2*43.5*00.0HJ7弧形鋼桁架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+0.37

38、+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編制人：第9頁/共50頁工工 程程 量量 計計 算算 書書9口250*102CAD0.7*75.36105.5弧形鋼桁架180*12kgCAD10.32*2*2*49.72*00.0HJ8弧形鋼桁架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)）*17.7

40、56745.49口250*102CAD0.7*75.36105.5弧形鋼桁架159*12kgCAD10.56*2*2*43.5*00.0HJ9弧形鋼桁架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+0

41、.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弧形鋼桁架159*12kgCAD11.02*2*2*43.5*00.0HJ10弧形鋼桁架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+0

42、.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弧形鋼桁架159*12kgCAD1

43、1.71*2*2*43.5*00.0HJ11弧形鋼桁架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編制人：第10頁/共50頁工工 程程 量量 計計 算算 書書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弧形鋼桁架180*12kgCAD12.64*2*2*49.72*00.0HJ12弧形鋼桁架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25

46、0*102CAD0.7*75.36105.5弧形鋼桁架159*12kgCAD13.13*2*2*43.5*00.0HJ13弧形鋼桁架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)）*4

47、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弧形鋼桁架159*12kgCAD13.13*2*2*43.5*00.0HJ14弧形鋼桁架89*9.0kgCAD(25.82

48、+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+0

49、.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編制人：第11頁/共50頁工工 程程 量量 計計 算算 書書9口250*102CAD0.7*75.36105.5弧形鋼桁架180*12kgCAD12.64*2*2*49.72*00.0HJ15弧形鋼桁架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+0

51、.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弧形鋼桁架159*12kgCAD11.67*2*2*43.5*00.0HJ16弧形鋼桁架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+0.47

52、)+(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弧形鋼桁架159*12kgCAD10.96*2*2*43.5*00.0HJ17弧形鋼桁架89*9.0kgCAD(19.89+0.7*3)*2*17.76*00

53、.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弧形鋼桁架159*12kgCAD10.52*2*2*43.5*00.0HJ18弧形鋼桁架89*9.0kgCAD(18.96+0.7*3)*2*17.76*00.0編制人：第12頁/共50頁工工 程程 量量 計計 算算 書書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弧形鋼桁架180*12kgCAD10.3*2*2*49.72*00.0HJ19弧形鋼桁架89*9.0kgCAD(18.87+0.7*4)*2*17.76*00.03180*122CAD（(1.01+1.01+1.01+0.9

56、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*75.36105

57、.5弧形鋼桁架159*12kgCAD10.3*2*2*43.5*00.0HJ20弧形鋼桁架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+0

58、.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弧形鋼桁架159*12kgCAD10.5*2*2*43.5*00.0HJ21弧形鋼桁架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+0.46

59、+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編制人：第13頁/共50頁工工 程程 量量 計計 算算 書書弧形鋼桁架159*12kgCAD10.93*2*2*43.5*00.0HJ22弧形鋼桁架89

60、*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弧形鋼桁架180*12kgCAD11.58*2*2*49.72*00.0HJ23弧形鋼桁架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弧形鋼桁架159*12kg1.01 CAD12.52*2*2*43.5*00.0HJ24弧形鋼桁架89*9.0kg1.01 CAD(23.07+0.7*3

63、)*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+0.9

64、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弧形鋼桁架159*12kg1.02 CAD13.74*2*2*43.5*00.0HJ25弧形鋼桁架89*9.0kg1.02 CAD(26.11+0.7*3)*2*17.76*00.0編制人：第14頁/共50頁工工 程程 量量 計計 算算 書書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+0.78

66、+0.7)）*17.7561002.159口250*1020.7*75.36105.5弧形鋼桁架159*12kg1.04 CAD15.33*2*2*43.5*00.0HJ26弧形鋼桁架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直形鋼桁架159*12kg2CAD28.

68、2*2*43.5*00.0HJ27直形鋼桁架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+0

69、.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直形鋼桁架159*12kg2CAD28.32*2*43.5*00.0HJ28直形鋼桁架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+0.78

70、+0.78+0.78+0.78+0.78+0.78+0.78+0.78+0.83)+0.83*23*2）*17.7561938.96直形鋼桁架180*12kg2CAD28.71*2*49.72*00.0HJ29編制人：第15頁/共50頁工工 程程 量量 計計 算算 書書直形鋼桁架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+0

71、.77+0.77+0.77)+0.83*23*2）*17.7561970.92直形鋼桁架159*12kg2CAD29.38*2*43.5*00.0HJ30直形鋼桁架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弧形鋼桁架159*12kg2

72、*1.04CAD31.71*2*43.5*00.0HJ31弧形鋼桁架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+0.9

73、+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直形鋼桁架159*12kg2CAD4.58*2*43.5*00.0HJ32直形鋼桁架89*9.0kg

75、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直形鋼桁架159*12kg2CAD3.9*2*43.5*00.0HJ33直形鋼桁架89*9.0kg2(0.83*5+0.7*3)*17.76*00.02159*1223.9*2*43.503678.65編制人：第16頁/共50頁工工 程程 量量 計計 算算 書書189*92CAD(0.7+0.76+0.76+0.76+0.76+0.7+0.83+0.83+0

76、.83+0.83+0.83+0.83+0.7)*17.756359.38直形鋼桁架159*12kg2CAD28.2*2*43.5*00.0HJ34直形鋼桁架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、形鋼桁架159*12kg2CAD28.32*2*43.5*00.0HJ35直形鋼桁架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+0.83

78、+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直形鋼桁架180*12kg2CAD28.71*2*49.72*00.0HJ36直形鋼桁架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+0.7

80、6+0.76+0.76)*17.7561978.02直形鋼桁架159*12kg2CAD29.38*2*43.5*00.0HJ37直形鋼桁架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弧形鋼桁架159*12kg2*1.04CAD31.71*2*43.5*00.0HJ38弧形鋼桁架89*9.0kg2*1.040.83*2*35*17.76*00.0編制人：第17頁/共50頁工工 程程 量量 計計 算算 書書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+0

82、.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+0.83

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+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

84、)）*17.7562074.61直形鋼桁架159*12kg2CAD4.05*2*43.5*00.0HJ39直形鋼桁架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直形鋼桁架159*12kg2CAD4.39*2*43.5*00.0HJ40直形鋼桁架89*9.0kg20.83*2*5*17.76*00.02159*1224.394*2*43.503764.61189*92CAD(0.83+0

85、.83+0.83+0.83+0.82+0.82+0.82+0.82+0.82+0.82)*17.756292.62弧形鋼桁架203*18kg2*1.0527.21*2*82.12*00.0HJ41弧形鋼桁架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+0.95

86、+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弧形鋼桁架203*18kg223.3*2*82.12*00.0HJ42弧形鋼桁架89*9.0kg2CAD(39.94+0.7*9)*2*17.76*00.0編制人：第18頁/共50頁

87、工工 程程 量量 計計 算算 書書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+0.8

88、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弧形鋼桁架245*18kg222.04*2*100.77*00.0HJ43弧形鋼桁架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+1

89、.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)*17

90、.7561537.67弧形鋼桁架203*18kg220.79*2*82.12*00.0HJ44弧形鋼桁架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弧形鋼桁架203*18kg219.92*2*82.12*00.0HJ45弧形鋼桁架89*9.0kg2CAD(32.14+0.7*9)*17.76*00.04203*182CAD（(1.13+1.13+1.13+1.11+1.11+1.0

92、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編制人：第19頁/共50頁工工 程程 量量 計計 算算 書書189*92CAD（(0.7+1.1+0.7+1.03+0.76+1.02+0.78+0.7+0.99+0.79+0.97

93、+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弧形鋼桁架203*18kg219.4*2*82.12*00.0HJ46弧形鋼桁架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+1

94、.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+0.9

95、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弧形鋼桁架203*18kg119.23*2*82.12*00.0HJ47弧形鋼桁架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+1.1

96、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弧形鋼桁架203*18kg45.85*2*82.12*00.0HJ48弧形鋼桁架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弧形鋼桁架203*18kg2*1.0336.22*2*82.12*00.0HJ49弧形鋼桁架89*9.0kg2*1.030.85*2*43*17.76*00.0編制人：第20頁/共50頁工工 程程 量量 計計 算算 書書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+0

99、.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+0

100、.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直形鋼桁架245*18kg231.87*2*100.77*00.0HJ50直形鋼桁架89*9.0kg20.8

101、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+0

102、.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直形鋼桁架245*18kg230.5*2*100.77*00.0HJ51直形鋼桁架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+0

103、.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直形鋼桁架245*18kg229.55*2*100.77*00.0HJ52直形鋼桁架89*9.0kg20

104、.85*2*32*17.76*00.05245*18229.549*2*100.75611908.96編制人：第21頁/共50頁工工 程程 量量 計計 算算 書書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+0.84

105、+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直形鋼桁架245*18kg228.99*2*100.77*00.0HJ53直形鋼桁架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直形鋼桁架245*18kg128.8*2*100.77*

107、00.0HJ54直形鋼桁架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+0.84

108、+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直形鋼桁架245*18kg43.95*2*100.77*00.0HJ55直形鋼桁架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、蓋蓋兩兩翼翼上上弦弦檁檁條條2 2級級目目錄錄請請選選擇擇匯匯總總方方式式鋼檁條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橫向鋼檁條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縱向零星構件60*3kg2(8

110、0+110)*2*0.16*8.434*00.0平均長0.16m零星構件鋼板200*200*6kg20.2*0.2*0.006*7850*(80+110)*2*00.0零星構件鋼板110*150*6kg20.11*0.15*0.006*7850*2*(110+80)*2*00.0編制人：第22頁/共50頁工工 程程 量量 計計 算算 書書檁條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橫向檁條C120X50X

111、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縱向檁托60*344.217*0.16*（11*9+17+28）388.64鋼板200*200*640.2*0.2*6*7.85*1441085.18鋼板110*150*640.11*0.15*6*7.85*144447.64*屋屋蓋蓋兩兩翼翼下下弦弦及及立立面面檁檁條條2 2級級目目錄錄請請選選擇擇匯匯總總方方式式鋼檁條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橫向鋼檁條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縱向零星構件63*3kg2(54+110)*2*0.08*8.434*00.0平均長0.08m零星構件鋼板200*200*6kg20.2*0.2*0.006*7850*(54+110)*2*00.0零星構件鋼板

113、110*150*6kg20.11*0.15*0.006*7850*2*(110+54)*2*00.0檁條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橫向檁條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縱向檁托60*344.217*0.08*（12*10+25）1

114、95.67鋼板200*200*640.2*0.2*6*7.85*1451092.72鋼板110*150*640.11*0.15*6*7.85*145450.75鋼檁條C120*50*20*2kg2(37+48*2+31)*1.37*3.84*00.0立面零星構件60*3kg2(37+48*2+31)*2*0.085*8.434*00.0平均長0.085m零星構件鋼板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*3.9551

115、9.560*30.085*4.217*（28*4+48*2）*2149.11鋼板200*200*60.2*0.2*7.85*6*（28*4+48*2）*2783.74*屋屋蓋蓋中中庭庭上上弦弦及及立立面面檁檁條條2 2級級目目錄錄請請選選擇擇匯匯總總方方式式編制人：第23頁/共50頁工工 程程 量量 計計 算算 書書鋼檁條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橫

116、向鋼檁條C120*50*20*2kg1CAD(28.07+22.8+21.54+20.29+19.42+18.9+18.73/2)*2*3.84*00.0縱向零星構件63*3kg1(52+88)*2*0.16*8.434*00.0平均長0.16m零星構件鋼板200*200*6kg10.2*0.2*0.006*7850*(52+88)*2*00.0零星構件鋼板110*150*6kg10.11*0.15*0.006*7850*2*(52+88)*2*00.0鋼檁條C120*50*20*2kg1(43*2+53*2)*1.37*3.84*00.0立面零星構件63*3kg1(43*2+53*2)*2*

117、0.085*8.434*00.0平均長0.085m零星構件鋼板200*200*6kg10.2*0.2*0.006*7850*(43*2+53*2)*2*00.0檁條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橫向檁條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）*3

118、.951289.52縱向檁托60*324.217*0.08*（13*8+33）92.44鋼板200*200*620.2*0.2*6*7.85*137516.22鋼板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鋼板200*200*60.2*0.2*7.85*6*43*2162.02*屋屋蓋蓋中中庭庭下下弦弦檁檁條條2 2級級目目錄錄請請選選擇擇匯匯總總方方式式鋼檁條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縱向鋼檁條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橫向零星構件63*3kg1(41+100)*2*0.08*8.434*00.0平均長0.08m零星構件鋼板200*200*6kg10.2*0.2*0.006*7850*(41+100)*2*00.0零星構件鋼板110*150*6kg10.11*0.15*0.006*

120、7850*2*(41+100)*2*00.0檁條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橫向檁條C120X50X20X2CAD28.8*3.95113.76橫向檁條C120X50X20X2CAD（27.31*2+(11.52+10.95+10.38+9.97+9.73)*4+18.83）*3.951120.42縱向檁托60*34.217*0.08*（13*7+32）*2+13）87.38鋼板20

121、0*200*60.2*0.2*6*7.85*（13*7+32）*2+13）487.96編制人：第24頁/共50頁工工 程程 量量 計計 算算 書書鋼板110*150*60.11*0.15*6*7.85*（13*7+32）*2+13）201.28*鋼鋼樓樓梯梯2 2級級目目錄錄請請選選擇擇匯匯總總方方式式鋼梯槽22bkg26.49*2*28.453*00.06.48*4*28.453737.5鋼平臺PTL L63*6kg31.2*5.72120.6鋼平臺GL2 口150*6kg1(2.55+1.13*2)*27.13130.5（2.55+1.13*2）*27.13*00.0鋼平臺GL1 口300

122、*150*6kg12.55*41.26105.21鋼平臺鋼板-6kg1(2.85*1.43+0.26*1.17)*0.006*7850206.28鋼梯鋼板-5kg11.17*0.42*0.005*7850*42*00.01.165*0.417*5*7.85*42800.85鋼梁GL5 口100*5kg(2.55*2+2.05*2)*14.92137.26鋼梁GL2 口150*6kg(2.55*2+1.13*2)*27.13199.68鋼梁口250*150*6kg26.49*36.55474.42鋼梁GL2 口150*6kg(2.55*2+2.05*2)*27.13249.6鋼檁條C120*50

123、*2kg(2.85*6+6.5*2)*3.45103.85鋼檁條C160*50*3kg6.5*6.1239.78鋼平臺GL3口350*250*10kg2.55*2*91.06464.41鋼平臺GL4 口300*10kg2.05*2*91.06373.35鋼平臺PTL L63*6kg32.05*5.72135.18鋼走道鋼板-6kg182.65*2.45*0.006*7850*00.0CAD（2.24*79.8+2.75*2.45）*7.85*68736.56鋼走道L56*36*5kg1651.93*3.466*00.00.4*3.92*2*165517.44*弧弧形形樓樓梯梯2 2級級目目錄錄

124、請請選選擇擇匯匯總總方方式式弧形鋼梯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弧形鋼梯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鋼平臺鋼板-6kg61.15*1.9*0.006*7850*00.0編制人：第25頁/共50頁工工 程程 量量

125、 計計 算算 書書61.03*1.9*6*7.85553.05鋼平臺L50*5kg60.655*2*3.7729.63鋼平臺鋼板200*150*14kg60.2*0.15*0.012*7850*2*267.8260.2*0.15*14*7.85*4*00.0*天天溝溝2 2級級目目錄錄請請選選擇擇匯匯總總方方式式無無天天溝溝CADCAD圖圖紙紙，無無法法量量取取。*天天溝溝5005003 3級級目目錄錄28.828.8不銹鋼板天溝5001.5mm不銹鋼板，展開840mmm28.828.8拉桿3000m0.5*105.0*天天溝溝3503503 3級級目目錄錄請請選選擇擇匯匯總總方方式式不銹鋼板

126、天溝3501.5mm不銹鋼板，展開690mmm4CAD28.2112.8拉桿3000m40.35*1014.0*天天溝溝2502503 3級級目目錄錄請請選選擇擇匯匯總總方方式式不銹鋼板天溝2501.5mm不銹鋼板，展開590mmm014.8*4+12.03*4+27.78*20.0250mCAD27.31*254.62250CAD14.55*4+25.02*2108.24拉桿3000m(5*4+5*4+10*2)*0.2515.0*裝裝修修1 1級級目目錄錄請請選選擇擇匯匯總總方方式式2.5mm復合鋁板柱面800m28CAD11.53*3.14*0.8231.712.5mm復合鋁板柱面120

127、0m2416.03*3.14*1.2241.6不銹鋼欄桿扶手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成品百葉窗m212.42*00.00.65*2.1*68.19MQ111.95*0.61.17MQ28MQ32MQ411.95*0.61.17MQ51明框玻璃幕墻5+2+5厚鋼化夾層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編制人：第26頁/共50頁工工 程程 量量 計計 算算 書

128、書MQ2-8MQ3-2MQ4-11*2.1-2.1MQ5-10.9*0.6*26-14.04銀灰色鋁板檐口3mm條形鋁板掛板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條形鋁板掛板頂棚m22037.07*00.01.1641.22*0.9+627.07*0.8*21738.45屋面采光板單層面積m24084.14*00.01.1CAD627.07*2+641.222084.9滿堂腳手架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編制人：第27頁/共50頁工工 程程 量量 計計 算算 書書編制人：第28頁/共50頁工工 程程 量量 計計 算算 書書2-2.2250*12-250*10 2.03-2.2編制人：第29頁/共50頁工工 程程 量量 計計 算算 書書19.5-19.1250*12-250*10 2.05-2.22.05-2.2159*12-159*10編制人：第30頁/共50頁工工 程程 量量 計計 算算 書書A159*10A89*7.0核核對對桿桿件件尺尺寸寸編制人：第31頁/共50頁工工 程程

130、 量量 計計 算算 書書編制人：第32頁/共50頁工工 程程 量量 計計 算算 書書 編制人：第33頁/共50頁工工 程程 量量 計計 算算 書書編制人：第34頁/共50頁工工 程程 量量 計計 算算 書書編制人：第35頁/共50頁工工 程程 量量 計計 算算 書書編制人：第36頁/共50頁工工 程程 量量 計計 算算 書書編制人：第37頁/共50頁工工 程程 量量 計計 算算 書書編制人：第38頁/共50頁工工 程程 量量 計計 算算 書書31.72-31.71編制人：第39頁/共50頁工工 程程 量量 計計 算算 書書31.72-31.71編制人：第40頁/共50頁工工 程程 量量 計計

131、算算 書書編制人：第41頁/共50頁工工 程程 量量 計計 算算 書書編制人：第42頁/共50頁工工 程程 量量 計計 算算 書書A203*16編制人：第43頁/共50頁工工 程程 量量 計計 算算 書書A245*16編制人：第44頁/共50頁工工 程程 量量 計計 算算 書書編制人：第45頁/共50頁工工 程程 量量 計計 算算 書書1.25-1.263*3-60*3編制人：第46頁/共50頁工工 程程 量量 計計 算算 書書編制人：第47頁/共50頁工工 程程 量量 計計 算算 書書編制人：第48頁/共50頁工工 程程 量量 計計 算算 書書無無天天溝溝CADCAD圖圖紙紙，無無法法量量取

132、取。編制人：第49頁/共50頁婁婁底底收收費費站站大大棚棚審審核核工工程程量量匯匯總總序號項目名稱單位工程量備注1預埋件t3.0592圓鋼柱t51.5243管鋼柱t1.6294弧形支撐t7.4275方鋼拉桿t26.6216方鋼弦桿t114.9247弧形桁架t147.9428直形桁架t109.8569屋面檁條t25.64610墻皮檁條t2.71711鋼走道t10.12712鋼梯t3.20613弧形鋼梯t5.32314不銹鋼板天溝500m28.815不銹鋼板天溝350m112.816不銹鋼板天溝250m162.86172.5mm復合鋁板柱面m2473.3118不銹鋼欄桿扶手H=1100m236.219成品百葉窗m210.5320明框玻璃幕墻m2348.2121檐口3mm條形鋁板掛板m2450.91222mm條形鋁板掛板頂棚m21738.4523屋面采光板m22084.9