1、1.2 工程量計算書單位工程名稱：河南洪祥輕鋼幕墻裝飾有限公司綜合樓編制日期：2014年5月1日計算基數三線一面L外邊I=(81.2+26.3-0.5)*2m214L外邊II=(81.2+17.5-0.7)*2m196L外中I=(81.2+26.3-0.2-0.6-0.1)*2m213.2L外中II=(81.2+17.5-0.2-0.8-0.1)*2m195.2L內I=(3.7*14+3.65*2+3.6*6-0.5*4-0.6*9)+(3.7*4+3.65*2-0.3*6）+（6-0.4-0.1）*11+（7-0.5-0.6）*5+（6.7+2.9-0.1-0.5)*3+(3-0.1-0.2

2、)*9+3.7*2*3+（2.3-0.2）*2*3+（0.9+2.3+1.15+1.25+0.9+0.1）*3+（3.6-0.2）*3m299.7L內II=(3.7*10+3.65+3.6*5-0.5*4-0.6*6)+(3.7*10+3.6*6-0.2）+（7-0.1）*6+（7-0.5-0.6）*6+（6.7-0.5)*11+(1.6+2.1-0.3+7-1.2-0.2+3.7-0.2+7-0.6-2.4-0.9-0.2)*3+3.7*2*3m302.65L內III=(3.7*12+3.65*2+3.6*5-0.3*3-0.6*6)+(3.7*14+3.65*2+3.6*6+（7-0.1-

3、2.1）*8+（7-0.5-0.6）*11+（7-0.2)*3+(6.7-2.1-0.1)*11+(6.7-0.5-0.1)*11+（2.1-0.1）*38+（2.1-0.2）*38+（1.6+1+1.8）*2+1.55+1.7+1.75+1+1.75+(1.8+1+1.8）*4+(1.85+1+1.85)*11+（3.7-0.2)*2*3m636.85S底I=2117.38m22117.38S底I=1390.48m21390.48序號 子目編號 子目名稱 計算部位計算公式計量單位 工程數量說明11-1平整場地S底=2117.38m22117.3821-4人工挖土方基坑上底面面積A1=(81+

4、3.85*2+1.5*2.75）(25.6+2.8+3+1.5*2.75) =3297.61m2m38363.85基坑開挖深度H=2.75m,放坡系數K=1.5基坑下底面面積A2=（81+3.85*2）（25.6+2.8+3）=2785.18m2基坑中截面面積A0=A1+A2/2=(2785.18+3297.61)/2=3041.4m22.75*(3297.61+4*3041.4+2785.18)/631-58基坑內換3：7灰土換填土上底面面積=(81+3.85*2+1.5*1）(25.6+2.8+3+1.5*1）=2967.58m32876.38換填土深度1m,放坡系數K=1.5換填土下底面

5、面積A2=（81+3.85*2）（25.6+2.8+3）=2785.18m2換填土中截面面積A0=A1+A2/2=(2785.18+2967.58)/2=2876.38m2(2967.58+4*2876.38+2785.18)/641-63基底釬探(81+3.85*2）(25.6+2.8+3)m22785.1851-127回填土獨立基礎5.9*5.9*0.1*9+4.2*4.2*0.1*15+5.1*4.4*0.1*2+6.4*5.8*0.1*1+2.4*2.4*0.1*11+2.8*2.2*0.1*1+2*2*0.1*11+2.5*2*0.1+5.1*4.1*0.1*9m396.66墊層5.

6、8*5.8*0.35+(2*5.8*5.8+2*0.6*0.7+0.6*5.8+5.8*0.7)*6/6*0.7m3179.82DJP015.8*5.8*0.35+(2*5.8*5.8+2*0.6*0.7+0.6*5.8+5.8*0.7)*3/6*0.7m389.37DJP01a4.1*4.1*0.3*2+(2*4.1*4.1+2*0.6*0.6+0.6*4.1*2)*13/6*0.4+(4.1*4.1*2+2*0.6*0.7+0.6*4.1+0.7*4.1)*2/6*0.4m3321.44DJP025*4.3*0.4+(2*5*4.3+2*0.6*1.3+1.3*5+4.3*0.6)*2/6

7、*0.35m366.38DJP036.3*5.7*0.35+(2*6.3*5.7+2*1.3*0.7+6.3*1.3+5.7*0.7)/6*0.65m334.57DJP042.3*2.3*0.35+(2*2.3*2.3+2*0.5*0.5+2.3*0.5*2)*11/6*0.1m3265.65DJP052.7*2.1*0.35+(2*2.7*2.1+2*1.1*0.5+2.7*1.1+2.1*0.5)/6*0.1m329.41DJP061.9*1.9*0.35+(2*1.9*1.9+2*0.4*0.4+1.9*0.4*2)*11/6*0.1m3179.96DJP072.4*1.9*0.35+(

8、2*2.4*1.9+2*0.9*0.4+0.9*2.4+1.9*0.4)/6*0.1m322.87DJP07a5*4*0.35+(2*5*4+2*0.6*0.6+0.6*5+4*0.6)*9/0.55*6m3206.82DJP08小計m31492.95JK1(2.1+0.2+0.1*2)(2.7+0.2+0.1*2)*0.1*3m32.33墊層(2.1+0.2)(2.7+0.2)（1.63+0.25+0.03-0.45）m39.74基坑序號 子目編號 子目名稱 計算部位計算公式計量單位 工程數量說明51-127回填土JK1小計m312.07隔墻基礎L=(3.7-0.2)*2+3.6-0.2+2

9、.3-0.2+(0.1+0.9+1.25+1.15+2.3+0.9)*3m312.03混凝土S=0.35*2*0.3V=S*LL=(3.7-0.2)*2+3.6-0.2+2.3-0.2+(0.1+0.9+1.25+1.15+2.3+0.9)*3m37.01磚砌體S=(0.06*2+0.12*2）*0.12*L+(0.9-0.12-0.45)*0.24*LV=S*LJ-10.35*2+0.3+0.1*2)(0.4*2+0.2+0.1*2)*0.1*9m31.29墊層0.35*2+0.3)(0.4*2+0.2)*0.4*9m33.6基礎小計m34.89-0.45m以下KL墊層:(25.6-0.8*

10、2-0.2-0.4-0.6*2-0.7)(0.25+0.2)*0.1*13m312.61KL1KL5梁:（7+6-0.4-0.6*2-0.8）*0.25*（0.5+0.03-0.45）*13+（9.6-0.1-0.5)*0.25*（0.75+0.03-0.45）*1312.61L=7.4*3+7.3-0.3*2-0.4*3=27.7mm31.25KL6S=(0.25+0.2)*0.1=0.045m2V=S*LL=7.2*2+7.3*2+7.4*3-0.3*2-0.4*6=48.2mm32.17KL7S=(0.25+0.2)*0.1=0.045m2V=S*LL=7.4*3+7.3-0.5*2-0

11、.6*3=26.7mm33.61KL9 KL11S=(0.25+0.2)*0.1=0.045m2V=S*LL=7.2*2+7.3*3+7.4*3-0.5*2-0.6*6=46.4mm36.3KL10、12S=(0.25+0.2)*0.1=0.045m2V=S*LL=7.4*3+7.3-0.4*2-0.5*3=27.2mm3序號 子目編號 子目名稱 計算部位計算公式計量單位 工程數量說明51-127回填土-0.45m 以下KLS=(0.25+0.2)*0.1=0.045m2m31.22KL15V=S*L51-127回填土隔墻基礎m312.03混凝土L=7.2*2+7.3*2+7.4*3-0.4*

12、2-0.5*6=47.4mm32.13KL16S=(0.25+0.2)*0.1=0.045m2V=S*L(27.7+26.7*3+46.4*3+27.2+47.4)*0.25*(0.5+0.03-0.45)m36.43KL6KL16小計m348.33DJP01-0.45m以下KZ0.6*0.7*（2.1-0.35-0.7-0.45)*6m31.51DJP01a0.6*0.7*（3-0.35-0.7-0.45)*3m31.89DJP020.6*0.6*（2.1-0.3-0.4-0.45)*13m34.45DJP02a0.6*0.7*（2.1-0.3-0.4-0.45)*2m30.8DJP031.

13、3*0.6*（2.1-0.35-0.4-0.45)*2m31.4DJP041.3*0.7*（2.1-0.35-0.65-0.45)m30.59DJP050.5*0.5*（2.1-0.35-0.1-0.45)*11m33.3DJP061.1*0.5*（2.1-0.35-0.1-0.45)m30.66DJP070.4*0.4*（2.1-0.35-0.1-0.45)m32.11DJP07a0.9*0.4*（2.1-0.35-0.1-0.45)m30.43DJP08小計m317.14TKZ0.6*0.6*（2.1-0.35-0.55-0.45)*9m32.43小計m31596.85基礎回填土=8363

14、.85-2876.38-1596.85m33890.62衛生間凈面積=（2.4-0.2）（3.6-0.2）*3=22.44m2m36.06回填土=（0.45-0.015-0.165)*22.44樓梯間凈面積=（3.6-0.2）（4.2-0.1）*3=41.82m2m312.55回填土=（0.45-0.15)*41.82一般房間 回填土=1906*0.45m3857.7序號 子目編號 子目名稱 計算部位計算公式計量單位 工程數量說明51-127回填土小計m3876.31合計m34766.9361-47自卸汽車運土方V挖-V填=8363.85-4766.93m33596.9251-127回填土-0

15、.45m 以下KL71-128原土打夯散水26.3*1*2+81.2+1*2m2135.8臺階（81.2-0.2*2）（2.3-0.1+0.3*2）m2226.24坡道1.2*（1.94+5.4）m28.8總計m2370.8483-1磚基礎L=（3.7-0.2）*2+3.6-0.2+2.3-0.2+(0.1+0.9+1.25+1.15+2.3+0.9）*3m37.01S=（0.06*2+0.12*2)*0.12+（0.9-0.12-0.45）*0.24V=S*L93-4墻基防潮（L外中I+L內I-1.5*11-3*3-墻下無KL的墻長）*0.2m284.52103-58加氣混凝土砌塊墻一層L=

16、L外中I-0.5*13-0.6*4-0.7*2-0.4*6+L內I=500.2mm3363.19500.2*0.2*（4.5-0.6）-構造柱-門窗體積=390.16-10.3-0.2*（11*2.1*1.5+2*1.8*1.8+3*0.9*2.1)二層L=L外中II-0.6*26-0.7*2+L內II=480.85mm3279.71480.85*0.2*（4.2-0.6）-構造柱-門窗體積=346.21-12.89-0.2*（1.8*2.4+16*1.8*2.6+3*1.2*2.6+3*1.8*1.7+27*2.1+3*1.5*2.1+4*2.6+18*1.8*2.6)三五層L=L外中II-

17、0.6*26-0.7*2+L內III=732.96mm31090.68732.96*0.2*3*3-構造柱-門窗體積=1319.33-25.27-0.2*（34*1.8*2+3*1.2*2+3*1.8*1.4+4*1.5*2+38*2.1+19*0.6*2.1+3*2.1+3*1.5*2.1+2*1.8*1.8+38*0.8*2.1)*3出屋面L=(3.7*2+3.6*2-0.3*2+1.4+1.5+2.9-0.5+7-0.2+7-0.5-0.6)*3=96mm3137.58電梯間、樓梯間L=(3.7*4+3.6*4+3.65*2-0.5*2-0.3*2-0.6*3)*2(6.7+2.9-0.

18、1-0.5)*6水箱間序號 子目編號 子目名稱 計算部位計算公式計量單位 工程數量說明103-58加氣混凝土砌塊墻女兒墻0.2*(96+120.2)*(4.23-0.7)-3*1.2*1.9-3*1.8*1.9-8*1.5*2.1+5*3*2.2L1=3.7*10+3.6*6+（6-0.1-0.4）*2+81-0.3-0.4*2-0.5*9=145mm344.484.47m處L2=(7+2.9+6.7+3-0.1-0.6-0.2)*2=37.4m0.2*(1.1+0.15)*145+0.2*1.1*37.461-47自卸汽車運土方V挖-V填=8363.85-4766.93m33596.92L1

19、=81-0.3+(16.6-0.4-0.7-0.6)*2=110.5mm361.7519.47m處L2=81-0.3-0.4*4-0.5*9=74.6m0.2*110.5*（0.6+1.1+0.25）+0.2*74.6*1.25L1=（3.7+3.6-0.5-0.3）*5+（5.8+1.2-0.6-0.4）*6=68.5mm327.923.7m處L2=（7.4*2+7.2*2+7.3-0.3*2-0.5*2-0.6*3）*2+（3.2*3-0.1-0.5)*2=84.2m0.2*68.5*0.5+0.2*84.2*（0.85+0.4）總計m31965.29114-5獨立基礎混凝土1396.29

20、m31396.29124-13基礎墊層混凝土132.57m3132.57134-15矩形柱柱斷面周長（m)1.8以內KZ3H=2.1-0.35-0.1+4.47=6.12mm36.857根0.4*0.4*6.12*7KZ3aH=2.1-0.35-0.1+8.7=10.35mm39.946根0.4*0.4*10.35*6LZ10.25*0.3*（20.5-19.47）*12m30.9312根LZ20.25*0.5*（7.55-4.47）*11m34.2411根LZ30.3*0.25*（7.55-4.47)*2m30.462根TKZ10.2*0.3*(2.69-0.8)*9m31.029根TKZ2

21、0.2*0.3*(6.57-4.47+10.47-8.67)*18m34.2118根TKZ30.2*0.3*(14.07-12.27+17.67-15.87)*18m33.9918根總計m331.64序號 子目編號 子目名稱 計算部位計算公式計量單位 工程數量說明144-16矩形柱柱斷面周長（m)1.8以上KZ2 KZ2a0.6*0.7*（3-0.35-0.7+19.47)*3m326.995、14、22軸H=2.1-0.3-0.4+19.47=20.87mm317.531、24軸0.6*0.7*20.87*2H=2.1-0.4-0.35+19.47=20.82mm317.499、10軸0.6

22、*0.7*20.82*2103-58加氣混凝土砌塊墻女兒墻H=2.1-0.35-0.7+19.47=20.52mm351.71其它各軸0.6*0.7*20.52*60.5*0.5*（23.7-19.47）*13m313.7519.4723.7KZ1 KZ1aKZ1d H=2.1-0.3-0.4+19.47=20.87mm397.67基礎頂19.470.6*0.6*20.87*13H=2.1-0.4-0.35+19.47=20.82mm329.980.6*0.6*20.82*4H=2.1-0.35-0.55+19.47=20.67mm314.880.6*0.6*20.67*20.5*0.5*（2

23、4-19.47）*12m313.5919.4724KZIb KZ1cH=2.1-0.35-0.55+19.47=20.67mm352.090.6*0.6*20.67*7KZ4 KZ4a 0.5*0.5*（4.47+2.1-0.35-0.1）*13m319.89總計m3355.57154-17異形柱（0.25*0.25+0.25*0.5）（7.55-4.47）*2m31.162根164-20構造柱GZS=0.2*0.2+0.2*0.03*2=0.052m2m30.052*(4.47+0.03)*4410.3一層0.052*(8.67-4.47)*5912.89二層0.052*(19.47-8.6

24、7)*4525.27三五層GzaS=0.2*0.2+0.2*0.03*2=0.052m2m348.560.058*(19.47+0.03)*4*3WGZ0.052*(5.75-4.47)*41m32.73序號 子目編號 子目名稱 計算部位計算公式計量單位 工程數量說明164-20構造柱WGZ0.052*1.25*12+0.052*(22.05-0.4-20.3)*17m31.270.052*0.5*8+0.052*1.25*120.97總計m3102174-22單梁連續梁YBL0.2*0.3*1.9*5m30.555根-0.03m處梁21.5*0.25*0.5m32.69KL1144-16矩形

25、柱柱斷面周長（m)1.8以上KZ2 KZ2a21.5*0.25*0.5*4m310.75KL221.5*0.25*0.5*4m310.75KL321.5*0.25*0.5*2m35.38KL421.5*0.25*0.5*2m35.38KL527.7*0.25*0.5m33.46KL647.4*0.25*0.5m36.03KL748.2*0.25*0.5m35.93KL1626.7*0.25*0.5m33.34KL946.4*0.25*0.6m36.96KL1026.7*0.25*0.5m33.34KL1146.4*0.25*0.5m35.8KL1226.7*0.3*0.5m34.01KL134

26、6.4*0.3*0.5m36.96KL1427.2*0.25*0.5m33.4KL15總計m384.73184-26圈 （過） 梁地圈梁0.24*0.24*(3.7*2+2.3-0.2+0.9+2.3+1.15+1.25+0.9+0.1+3.6-0.2)*3m33.37電梯圈梁 (2.1+3.3)*2*0.2*0.3*3*5+0.052*0.3*3*5m39.49門窗過梁(1.5+0.25*2)*0.2*0.3*44(乙FM1、M4、C2、C7)m35.04(0.9+0.25*2)*0.2*0.3*8(乙FM2、M2)m30.67(1.8+0.25*2)*0.2*0.3*161（C1、C1、C

27、3、C8、C10、C11、C12)m322.22序號 子目編號 子目名稱 計算部位計算公式計量單位 工程數量說明184-26圈 （過） 梁門窗過梁(1.2+0.25*2)*0.2*0.3*15m31.53 C4 C9 (1+0.25*2)*0.2*0.3*121（乙FM3、丙FM2、M1)m310.89(0.6+0.25*2)*0.2*0.3*38*(丙FM2、M1、乙FM3）m32.51丙FM-1(0.8+0.25*2)*0.2*0.3*38m32.96M-3(3+0.25*2)*0.2*0.3*3m30.63C-14總計m359.31174-22單梁連續梁-0.03m處梁194-30墻 墻

28、厚（mm)200以內衛生間隔墻翻邊02*0.2*(3.6+2.4+1.25-0.3-0.2)*3+0.2*0.1*(3.6-0.2)*3m31.01一層0.2*0.2*(2.1*2+2.4+0.9+0.2+2.4+0.2)*3m31.24二層0.1*0.2*(1.6+2.1*2-0.8)*6+0.2*0.2*1.6*6m30.98三 五層0.1*0.2*(1.8+2.1*2-0.8)*33+0.2*0.2*1.8*33m35.80.1*0.2*(1.55+2.1*2-0.8)*3+0.2*0.2*1.65*3m30.50.1*0.2*(1.7+2.1*2-0.8)*3+0.2*0.2*1.8*

29、3m30.520.1*0.2*(1.75+2.1*2-0.8)*6+0.2*0.2*1.9*6m31.070.1*0.2*(1.85+2.1*2-0.8)*54+0.2*0.2*2.05*54m310.1水箱間隔墻翻邊L=(9.6-0.5-0.1)*3+3.6*2-0.5-0.3-1.5+3.65*2-0.3-1.5+3.6*2+3.65*2-0.5-0.3*3+(3.7*2-0.3-0.5)*2(9.6-0.5-0.1)*3+3.6*2+3.7*2-0.3*4+3.7*2+3.6*2+3.65-1.5-0.3*5=119.35mm34.77119.35*0.2*0.2總計m326204-31

30、墻厚200JK1(2.1+0.2)(2.7+0.2)(1.63+0.25-0.45)*3-1.9*2.4*(1.63-0.45)*3m312.47214-33有梁板板厚100以內4.47m 處LB1(81+0.1*2-0.1)(7+0.2)*0.1-(3.7*2+3.6*4)*(7+0.2)*0.1-0.6*0.6*10*0.1-0.6*0.7*10*0.1m341.92ED軸板(81+0.1*2-0.1)(2.9-0.1)*0.1-(3.7*4+3.65*2)*(2.9-0.1)*0.1m316.52DC軸板(81+0.1*2-0.1-3.7*8+3.65*2-3.6*2)(6.7+0.1)

31、*0.1-0.6*0.6*7*0.1m324.91CB軸板(7-0.4)*0.25*(0.6-0.1)*8+(7-0.6-0.5)*0.3*(0.6-0.1)*9m314.57ED軸梁(81-0.1-3.7*2-3.6*4-0.6*4-0.5*3-0.3*5)*0.3*(0.75-0.1)m310.47E軸梁(81-0.1-3.7*2-3.6*4-0.6*4-0.5*3-0.3*5)*0.3*(0.7-0.1)m310.31D軸梁序號 子目編號 子目名稱 計算部位計算公式計量單位 工程數量說明214-33有梁板板厚100以內4.47m處LB1(2.9-0.1)*0.3*(0.9-0.1)*9m

32、36.05DC軸梁(81-0.1-3.7*8-3.65*2-3.6*2-0.3*5)*0.25*(0.75-0.1)m35.74C軸梁(6.7-0.5)*0.3*(0.9-0.1)*7+(6.7-0.125-0.2)*0.25*(0.6-0.1)*5m314.4CB軸梁(3.7*6+3.6*4-0.6*3-0.5*4)*0.3*(0.7-0.1)m35.9B軸梁8.6715.87m處LB1LB3(81-0.1+0.2)(19.6-3+0.2)*0.1-(3.7+3.6)(7+0.2)*3*0.1-(2.1-0.25)(0.5-0.1-0.125)*38*0.1-(0.5*0.5+0.6*0.7

33、+0.6*0.6)*13*0.1m3117.21LB1 LB3(6.7+2.9+7-0.5*2-0.7)*0.3*(0.9-0.1)*4m314.3KL8(3-0.1-0.2)*0.2*(0.3-0.1)*4m30.43WKL1(7-0.2*2)*0.25*(0.6-0.1)*8m36.6L3(6.7-0.2-0.125)*0.25*(0.6-0.1)*11m38.77L221.5*0.3*(0.9-0.1)*4m320.64KL2(7-0.2*2)*0.25*(0.6-0.1)*3m32.48L5(7-0.2*2)*0.25*(0.6-0.5)*3m30.5L3a(6.7+2.9+7-0.5

34、*2-0.7)*0.3*(0.9-0.1)*2m37.15KL2a21.5*0.3*(0.9-0.1)*2m310.32KL7(2.1-0.25)*0.2*(0.3-0.1)864m34.74L126.7*0.3*(0.7-0.1)m34.81KL11a46.4*0.3*(0.7-0.1)m38.35KL11(3.7*2-0.3-0.25)*2*0.25*(0.5-0.1)*2m32.74L14a(3.6*2+3.65*2-0.2-0.25-0.3-0.25-0.15)*0.25*(0.5-0.1)m31.34L14(3.7*6-0.3*3-0.25*3)*0.25*(0.5-0.1)m32.

35、06L1526.7*0.3*(0.7-0.1)m34.81KL10a46.4*0.3*(0.7-0.1)m38.35KL10序號 子目編號 子目名稱 計算部位計算公式計量單位 工程數量說明214-33有梁板板厚100以內(3.6*5+3.65*2+3.7*7-0.3*7)*0.25*(0.75-0.1)m37.98L1127.2*0.25*(0.5-0.1)m32.72L10a49.1*0.25*(0.5-0.1)m34.91L10 (3.6-0.15-0.25-0.125)*0.2*(0.4-0.1)*6m311.09L1226.7*0.3*(0.7-0.1)m34.81KL9a46.4*0

36、.3*(0.7-0.1)m38.35KL9(3.7*2-0.3-0.2-0.5)*0.2*(0.3-0.1)*3m30.77WKL10a214-33有梁板板厚100以內(3.7*2-0.2*2)*0.25*(0.7-0.1)*3m33.15WKL11b(3.7*3+3.6-0.2-0.3-0.5*5)*0.2*(0.3-0.1)m30.51WKL10b總計m3976224-34有梁板板厚100以上4.47m處3.7*（7+0.2）*3*0.12-（2.3-0.2）（3.7-0.15-0.125-0.25）*3*0.12-0.6*0.6*3*0.12m37.06ED軸(3.7*4+3.65*2)

37、(2.9-0.1+0.125)*0.12m37.76DC軸(7-0.5-0.6)*0.3*（0.6-0.12）+(7-0.4)*0.25*(0.6-0.12)*6m35.64ED軸(3.7-0.3)*0.3*(0.75-0.12)*3+(3.7-0.3)*0.3*(0.7-0.12)*3+(3.7-0.15-0.125-0.25)*0.2*(0.4-0.12)*6m34.77E、D軸(2.9-0.1)*0.3*(0.9-0.12)*3m31.97DC軸3.7*0.25*(0.75-0.12)*3m31.75C軸(3.7+0.15)*(6.7+0.1)*0.12*6-0.6*0.6*0.12*6

38、m318.59LB2a板（6.7-0.15)*0.3*(0.9-0.12)*6+（6.7-0.2）*0.25*(0.6-0.12)*3m311.04CB軸梁(3.7-0.15)*0.25*(0.75-0.12)*6m33.35C軸梁(3.7-0.3)*0.3*(0.7-0.12)*6+(3.7*2-0.6)*0.3*(0.7-0.12)*3m37.1B軸梁序號 子目編號 子目名稱 計算部位計算公式計量單位 工程數量說明224-34有梁板板厚100以上8.6715.87m(6-0.1-0.4-0.8)*0.25*(0.6-0.12)*13+(6-0.1-0.2-0.8)*0.25*（0.5-0.

39、12）*11+（81-0.1-0.4*4-0.5*9）*0.3*（0.6-0.12）m310.77梁(81+0.1*2-0.1)(3-0.1-0.2-0.8)*0.12-(0.5*0.25*13-0.25*0.3*2)*0.12m322.17WB1a(3-0.1-0.2-0.8)*0.3*（0.5-0.12）*13+(3-0.1-0.2-0.8)*0.25*（0.6-0.12）*8+(3-0.1-0.2-0.8)*0.2*（0.4-0.12）*6m35.5梁（81-0.1-0.3*2-0.5*11-0.3*2）*0.25*（0.7-0.12）m310.76梁（7.06+5.64+4.77）*3

40、m352.41LB2梁板214-33有梁板板厚100以內19.47m處（81-0.1+0.1*2)(16.6+0.7+0.1*2)*0.12-(2.1*2.3*3+0.5*0.5*13+0.6*0.7*13+0.6*0.6*13)*0.12m3166.96LB1 WB1（16.6-0.5*2）*0.3*（0.9-0.12）m33.65WKL1a6.6*0.25*(0.6-0.12)*11m30.79L36.38*0.25*（0.6-0.12）*9m36.89L1（8.8+0.7-0.1）*0.3*（0.9-0.12）*2m39.08WKL1（7-0.5-0.6）*0.3*(0.6-0.12)m

41、30.85KL24(9.6-0.1*2-0.5+0.7)*0.3*(0.9-0.12)*2m34.49WKL2a（7-0.15-0.2）*0.25*(0.6-0.12)*3m32.39L3a(14.9+0.7-0.1)*0.3*(0.9-0.12)*2m37.25KL23a5.9*0.3*(0.6-0.12)*4m33.4WKL159.6*0.3*(0.9-0.12)*2m34.49KL259.6*0.3*(0.9-0.12)m32.25KL25b9.6*0.3*(1-0.12)m32.53KL25a(2.9-0.1-0.125)*0.2*(0.4-0.12)m30.15L3019.4*0.3

42、*(0.9-0.12)m34.54KL23a19.4*0.3*(0.9-0.12)+5.9*0.3*(0.6-0.12)m35.39WKL7b2.3*0.2*(0.4-0.12)*6m30.77KL40a序號 子目編號 子目名稱 計算部位計算公式計量單位 工程數量說明224-34有梁板板厚100以上19.47m處2.1*0.2*(0.4-0.12)*6m30.71KL40(2.1-0.25)*0.2*(0.4-0.12)*3m30.31L9(3.7-0.15-0.125-0.25)*0.2*（0.4-0.12）m30.53L9a（3.6*2-0.2-0.15）*0.3*（0.65-0.12）*

43、3m33.27L32（3.6*2+3.65*2-0.3-0.15-0.2）*0.3*（0.65-0.12）*3m36.61L3126.7*0.3*（0.7-0.12）m34.65KL10a46.4*0.3*(0.7-0.12)m38.07KL10(3.7*4-0.2-0.15-0.3-0.25*2)*0.25*(0.5-0.12)m31.3L10224-34有梁板板厚100以上13.7*0.25*（0.5-0.12）m31.3L10a20.55*0.25*(0.5-0.12)m31.95L11(3.7*4-0.5-0.6-0.3)*0.3*(0.7-0.12)m32.35WKL16(3.7*3

44、+3.6-0.3-0.5-0.6)*0.3*(0.7-0.12)m32.31KL27(3.7*2+3.6*4+3.65*2)*0.3*(0.7-0.12)m34.21KL9(3.7*4-0.3-0.6*2-0.5)*0.3*(0.7-0.12)m32.04WKL17(3.7*7+3.6-0.2*2)*0.25*(0.75-0.12)m34.58L8a(3.7*7+3.65*2+3.6*3-0.3*5)*0.25*(0.75-0.12)m35.12L8(3.7*7+3.6-0.3*2-0.2*2-0.25*4)*0.25*(0.5-0.12)+(3.65*2+3.6*3+3.7*7-0.25*5

45、-0.3*4-0.15-0.2)*0.25*(0.5-0.12)m36.53L7(3.7*5+3.6-0.6*3)*0.3*(0.7-0.12)*2m37.06WKL8(3.7*2-0.3-0.5)*0.3*(0.7-0.12)*2m32.3KL20(3.7*7+3.6)*0.2*(0.7-0.12)m33.42L35a(3.6*5+3.65*2+3.7*7)*0.2*(0.7-0.12)m35.94L35 (3.65*2-0.3)*0.3*(0.65-0.12)m31.11L3323.7m處(1.6+2.1+3.6-0.3)(7-0.2*2)*3*0.12-(3.7-0.15-0.125-0

46、.25)(1.2-0.2-0.1)*3*0.12-(1.85*0.2*0.2+3.2*0.2+6.85*0.25*2)*3*0.12+(7.4*2+7.3+7.2*2-0.3-0.2*2-0.3*3)(3.2*3-0.1-0.2)*0.12-28.1*0.25*2m351.14WB1板序號 子目編號 子目名稱 計算部位計算公式計量單位 工程數量說明224-34有梁板板厚100以上23.7m處(3.5+1.15*2+1.2-0.5-0.6)*0.25*0.6*3m32.66WKL4(3.5+1.15*2+1.2-0.15)*0.25*0.6*6m36.17L2(16.6-0.5*2-0.7)*0

47、.2580.7m32.61WKL5（3.2*3-0.1-0.5)*0.25*0.7*4m36.3WKL614.9*0.25*0.7*2m35.22WKL7(1.6+2.1+3.6-0.3*2）*0.25*0.7*4m34.69WKL3（2.1-0.25）*0.2*0.4*3m30.44L31.85*0.2*0.4*3m30.44L4224-34有梁板板厚100以上19.47m處(1.6+2.1-0.25*2)*0.2*0.4*3m30.77L6(1.6+2.1+3.6+7.4-0.3-0.6-0.5)*0.25*0.85m32.83WKL2a（7.2+7.3+1.5+2.1+3.6+7.4-0

48、.5-0.6*2-0.3）*0.25*0.85m35.76WKL2 （7.4-0.25）*0.25*0.6*2m32.15L1a（7.2+7.3+1.5+2.1+3.6+7.4-0.25*4）*0.25*0.6*2m38.43L113.3*0.25*0.7m32.29WKL1a27.1*0.25*0.7m34.74WKL1總計m3578.82234-42雨篷屋頂（0.1+0.15）*1.3*0.5*1.9*5m31.54m3244-47直行整體樓梯3.6*7*5m2126254-50壓頂4.47m處(58.6+86.4)*0.2*0.25+37.4*(0.35*0.4+0.1*0.25)m31

49、3.4219.47m處 (80.7+29.8)*0.36*4+74.6*(0.2*0.25+0.1*0.15）m320.7623.7m處68.5*0.3*0.1+84.2*（0.3*0.1+0.4*0.2）m311.32總計m345.5264-59臺階3.1*81.2-3.7*2m2244.32274-61后澆帶0.8*（81+0.2-0.1）*0.12*2+0.8*（6-0.4-0.1-0.8）*（0.6-0.12）*m383.77序號 子目編號 子目名稱 計算部位計算公式計量單位 工程數量說明274-61后澆帶0.8*(3-0.2-0.1)*(0.6-0.12)*24m383.77284-

50、102預制砼板KTB1(0.6*0.1*1.9*8+0.6*0.12*1.2*3)*3m33.51KTB2(0.7*0.1*0.15+0.7*0.1*1.6*11)*4m35.35總計m38.86294-104窗臺板0.3*0.1*（1.8*161+1.5*16+1.2*15+3*3）m310.22307-36屋面高聚物改性瀝青卷材厚3mm冷粘 滿鋪屋面I(82.2-0.6*2-0.1*2-0.1+0.25*2)(18-0.3-1.3+0.6+0.25*2)-(3.7+0.1)(7-1.2-0.2+0.1)*3-(3.6+0.1)(7-0.2+0.1)*3-(3.7*4+3.65*2+3.6*

51、4+0.4)(6.7+2.9+0.2)+(7-0.2+0.1-1.5+3.7+3.6+0.2+7-0.2-0.1)*0.25*3+(6.7+2.9-0.1)*2*0.25+(3.7*4+3.65*2+3.6*4-0.2)*2*0.25m2955.41224-34有梁板板厚100以上23.7m處屋面II(3.7-0.1)(7-1.2-0.2)*3+(3.7*2-0.1*2+7-1.2-0.2)*0.25*3m270.08電梯機房(3.6-0.1)(7-0.2)+(3.6*2-0.1*2+7-0.2+1.2)*0.25*3m282.65樓梯間(3.7*4+3.65*2+3.6*4)(6.7+2.9

52、-0.2)+(3.7*4+3.65*2+3.6*4+6.7+2.9-0.2）*2*0.25m2366.05水箱間總計m21474.19317-60屋面隔離層干鋪無紡織聚氨酯纖維布（82.2-0.6*2-0.1*2-0.1）（18-0.3+0.6）m21476.81327-90屋面細石混凝土（82.2-0.6*2-0.1*2-0.1）（18-0.3+0.6）m21476.81337-100鑄鐵落水口直徑100個14347-106UPVC水落管直徑100 (23.7-19.5)*7+19.5*7m165.9357-108UPVC水斗直徑100個14367-112UPVC彎頭個14序號 子目編號 子

53、目名稱 計算部位計算公式計量單位 工程數量說明377-127高聚物改性瀝青卷材防水層（2.1+0.25）（2.7+0.25）*3m220.79387-128高聚物改性瀝青卷材防水層（1.63+0.25-0.03)(2.1+0.25+2.7+0.25)*2*3m258.53410.55397-157聚氨酯涂膜兩遍厚1.5mm平面一層(3.6-0.2)(2.4-0.2)*3m222.44二層(1.2-0.2)(2.4+0.9)*3m29.9三五層(1.55-0.1+1.7-0.1+1.6*2-0.2+1.75*2-0.2+1.8*14-1.4-1.85*18-1.8）（0.7+0.8+0.6-0.

54、1-0.05）*3m2378.21307-36屋面高聚物改性瀝青卷材厚3mm冷粘 滿鋪407-189內墻變形縫綜合做法15.9-4.5m11.4417-192外墻面綜合變形縫19.5+0.45m19.95427-193屋面變形縫綜合做法6+7+6.7+2.9m22.6437-207樓地面找平層同7-157m2410.55447-211屋面找平層同7-60m21476.81458-183屋面保溫層同7-60m21476.81468-197墻面保溫L外邊I*4.5m2963L外邊II*（4.2+3.6*3）m22940總計m239034712-26獨基模板同獨立基礎混凝土工程量m31396.29序

55、號 子目編號 子目名稱 計算部位計算公式計量單位 工程數量說明4812-71墊層模板同墊層混凝土工程量m3129.564912-73矩形柱模板同矩形柱混凝土工程量m331.645012-74同矩形柱混凝土工程量m3355.575112-80異形柱模板同異形柱混凝土工程量m31.165212-82構造柱模板同構造柱混凝土工程量m31025312-84矩形梁模板同矩形梁混凝土工程量m384.735412-85圈梁模板同圈梁混凝土工程量m312.865512-94過梁模板同過梁混凝土工程量m346.455612-95有梁板模板同有梁板混凝土工程量m39765712-103有梁板模板同有梁板混凝土工程

56、量m3629.045812-109雨棚模板同雨篷混凝土工程量m31.545912-112樓梯模板同樓梯混凝土工程量m31266012-116壓頂模板同壓頂混凝土工程量m345.56112-121臺階模板同臺階混凝土工程量m3244.326212-121后澆帶模板同后澆帶混凝土工程量m383.776312-207綜合腳手架總建筑面積m38077641-25花崗巖樓地面樓梯間（3.6-0.2）（4.2-0.1）*3+（3.6-0.2）（7-0.2）*3*5m2388.62走廊（2.9-0.2）(81.2-0.4)*4m2872.64總計m21261.26651-40地板磚樓地面800*800一層1

57、906m21906除衛生間走廊、樓梯間的其它房間二層（81.2-0.1）（7+2.9+6.7+0.2）-L外II*0.2-L內II*0.2-(2.1-0.2)(2.4+0.9)*3-(3.6-0.2)(7-0.2)*3-(2.1-0.2)(2.3-0.2)*3-(2.9-0.2)(81.2-0.1*5)m2929.9序號 子目編號 子目名稱 計算部位計算公式計量單位 工程數量說明651-40地板磚樓地面800*800三五層(81.2-0.1)(7+2.9+6.7+0.2)-L外II*0.2-L內III*0.2-(1.6*2+1*2+1.8*2+1.55+1+1.7+1.75*2+1+1.8*2

58、*6+1*6+1.85*2*9+1*9)(0.6+0.8+0.7-0.1)-0.6*0.6*26-0.6*0.7*13m2988.17*3=2994.51除衛生間走廊、樓梯間的其它房間出屋面(3.7-0.2)(7-1.2-0.2)*3+(3.7*4+3.6*4+3.65*2+0.2)(6.7+2.9+0.2)-(3.7*4+3.6*4+3.65*2+9.6*6-(2.1+0.2)(2.3+0.2)*3m2382.39合計m26212.8661-42陶瓷錦磚樓地面同7-157m2410.55衛生間671-70水泥砂漿踢腳線一層L=L外I+(81.2-0.4-0.3-0.2-11*1.5*2.1-

59、3.6*3)*2+3.6*3+3.7*3+(6-0.2)*10*2+(7+2.6+6.7+3-0.2)*3+(3-0.2)*6*2+4.2*2*2+(2.4+4.2-0.2)*3+(7-0.1-0.9-1.25-1.15)*9S=L*0.15m292.72二層L=L外II+(3.7*10+3.65*2+3.6*5-10*2.1-3*1.5*2.1)*2+(3.7*10+3.6*6+3.65*2-16*2.1)*2+(1.6-0.1)*3*2+(7-0.2)*19+(0.1+2.4+2.3-0.3)*3+(2.3+0.9)*3*2+(6.7-0.2)*14S=L*0.15m298三五層L=L外I

60、I+(81.2-0.4-0.3-0.2-16*2.1-3*1.5*2.1-8*0.6*2.1)*2-6*2.1-3.7*3+(1.6+1.8+1-0.2)*2+1.55+1.7+1-0.2+1.75*2+1-0.2+(1.8*2+1-0.2)*6+(1.85*2+1-0.2)*9+(7-2.1-0.1-0.05)*8*2+(7-0.2)*7*2+(7-0.2-1)*3*2+(1.6-0.1)*3*2+(2.1-0.1)*3+(4.2-0.1)*3*2+2.3*3+1.2*2*3+(6.7-2.1-0.1-0.05)*11*2+(6.7-0.20*10*2+(0.6+0.7)*38 S=L*0.