工程量计算书

1、工程量计算书项目编码项目名称单位数量计算公式及过程1建筑面积m236000S1=3.14×1.77²×0.5+5.19×8.3+24.24×6.54+18×7.1+0.5×3.14×1.47²+14.94×4.54+1.2×14.64+14.4×7.1=525.353S2S6= S1+0.95×2+0.5×（1.8×1.2+1.2×0.6+0.25×3.14×1.2²）+0.5×3.14×

2、;1.12²=531.228S7=531.228+L梯×0.12+S梯=571.098S总=S1+5×S2+S7=3752.60一 土石方工程 2人工综合土方 三类 湿土 m3327.61B=1.2 C=0.3 H湿=0.60 L=38.4+14.6+38.4+18.9-2.7+1.35×3.14+2.4+4.3+23+3.95+21.95+13.7+13.4+5.3×7+4.1×6+1×11+5.3×4+3.3×4+1.7=303.339 V=(1.2+2×0.30)×0.60

3、15;303.339=327.606123人工综合土方 三类 干土m3300.31B=1.2 C=0.3 H干=0.55 L=38.4+14.6+38.4+18.9-2.7+1.35×3.14+2.4+4.3+23+3.95+21.95+13.7+13.4+5.3×7+4.1×6+1×11+5.3×4+3.3×4+1.7=303.339 V=(1.2+2×0.30)×0.55×303.339=300.305614湿土排水m3327.61B=1.2 C=0.3 H湿=0.60 L=38.4+14.6+38.

4、4+18.9-2.7+1.35×3.14+2.4+4.3+23+3.95+21.95+13.7+13.4+5.3×7+4.1×6+1×11+5.3×4+3.3×4+1.7=303.339 V=(1.2+2×0.30)×0.60×303.339=327.60612二 桩基础与加固工程5C20 沉管灌注桩m3474.39V=180×3.14×0.213²×18.5=474.396桩尖埋设 个180三 砌筑工程7碎石垫层m338.36S=(3+3.3-1.2-0.24)&

5、#215;(12-0.24)-(3+3.3-1.2-0.24)×2×0.24=54.8V=54.8×0.1×7=38.368标准砖基础m390.6VA=(125.57+6.3+3-2×0.37-3)×0.74×0.37=35.9VB=(4×12.8-4×0.37+5×13.4-5×0.37+8.3-0.185+6.3-0.185+3×18+12+1.95-22×1.37)=51.5VDL1=0.24×0.75×6.195=1.1VDL2=0.37

6、×0.75×7.58=2.1V=VA+ VB+VDL1+VDL2=90.69M5 混合砂浆多孔砖内外墙（24层）m3448.8L外=0.5×3.14×2.7+0.5×3.14×3.3+12+6.3+5+38.4+18.9+4.95+1.2+18+1.3+4.3=119.56L内=(6.3-0.24)×11+(4.3-0.24)×4+(24-0.24)+(6.1-0.24)×6+24+2.4-0.24+18+0.24+4.95-0.24=184.0V窗=2×1.5×2.1+2×

7、1.5×2.7+2×1×2.7+18×1×2.7+0.9×1.8+3×1.5×1.8+2×0.6×1.5+1.5×1.8+2.76×1.2+3×1.22+18×1.82=148.6V梁=V圈+V矩=2.62+15.36=17.98V过=0.36 ，V柱=11.47V=0.24×(119.56+184.0)×(3.2-0.16)-148.6-17.98-0.36-11.47=156.0V=3×(156.0-6.4)=448.81

8、0M5 混合砂浆多孔砖弧形内外墙（24层）m319.2L弧=9.42V窗=2×0.6×0.15=1.8V过=0.24×0.12×(0.6+0.24)=0.05V=0.24×9.42×(3.2×0.16)-1.8-0.05=6.4V=3×6.4=19.211M7.5 混合砂浆多孔砖内外墙（57层）m3452.72V窗=2×1.5×2.1+2×1×2.1+2×1.5×2.7+18×1×2.7+2×1×2.7+2×

9、;0.6×1.5+0.9×1.8+3×1.5×1.8+1.5×1.8+2.76×1.2+3×1.22+18×1.82=152.8L(3.2m)=38.4+24+1+8+184.97-4.95-2.1-4.3-2.4=242.59L(4.3m)=6.3+2+3+6.3+2+4.3=23.9L(6.6m)=4.95×2+3.3+4.3×2+2.7+0.5×3.14×6=33.92V梁=V圈+V矩=22.41，V过=0.34，V柱=12.85V=0.24×242.59&#

10、215;(3.2-0.16)+23.9×(4.3-0.16)+33.92×(6.6-0.16)-152.77-(3.68+18.73)-0.34-12.85=181.0V=181.0+2×149.3=479.6V=479.6-26.88=452.7212M7.5 混合砂浆多孔砖弧形内外墙（57层）m326.9V=0.24×9.42×(6.6-0.16)-1.8-0.24×0.12×2×(0.6+0.24)=14.1V=14.1+2×6.4=26.913M10 混合砂浆多孔砖内外墙（底层）m3450.6V窗

11、=2×1.5×2.1+2×1.5×2.7+18×1×2.7+2×1×2.7+2.76×2.7+1.5×1.2+0.9×1.8+3×1.5×1.8+2×0.6×1.5+1.5×1.8+3×1.22+18×1.82=154.5V梁=V圈+V矩=17.98，V过=0.32，V柱=11.47V=0.24×(119.56+184.0)×(3.2-0.16)-154.51-17.98-0.32-11.47=1

12、54.6V=(152.6-4.4)×3=450.614M10 混合砂浆多孔砖弧形内外墙（底层）m313.2V=0.24×0.5×3.14×3.3×(1.6-0.16)+0.5×3.14×2.7×(3.2-0.16)-1.8-0.24×0.12×(0.6+0.24)=4.4V=3×4.4=13.2四 混凝土和钢筋混凝土15C10混凝土垫层砼m336.84V基=1.2×275.02×0.1=33V厕=54.82×0.07=3.84V=33+3.84=36.84

13、16钢筋混凝土带形基础砼m3138.0VA=(1×0.3+0.5×0.3)×131.13=59.0VB=(1×0.3+0.4×0.3)×188.11=79.0V=59.0+79.0=138.017基础梁砼m34.9V=(4.95-1.2×0.6)×2+3+(1.8-0.6-0.3)×(0.3×1+0.45×0.4)=4.918C20矩形柱砼m381.9V16=3.2×(9×0.24×0.24+0.5×9×0.24+29×0.2

14、4×0.24+3×0.35×0.3)=11.5V7=6.6×(3×0.24×0.24+3×0.24×0.24+0.35×0.3×2)+(21 -6×3.2)×2×0.24×0.24+3.2×(6×0.24×0.24+9×0.5×0.24+24×0.24×0.24+1×0.3×0.35)=12.9V=11.5×6+12.9=81.919C20矩形梁砼m319.

15、4V16=1.58+0.23+0.34+0.1+0.37=2.62V7=1.58+0.44+0.34+0.5+0.16+0.66=3.68VL1=11×0.3×0.24×2=1.58VL2=1×0.7×0.24×2=0.34VL3=1×0.58×0.24×3.14×1×1=0.44VL4=(1×0.47)/(0.7×0.24×2)=0.23/0.34VL5=(1×0.47)/(0.7×0.24×3)=0.34/0.5VL6=(

16、1×0.47)/0.7×0.24×(1.05-0.12)=0.1/0.16VL6=(1×0.33)/0.58×0.24×(4.95-0.24)=0.37/0.6820圈梁砼m3111.0VQL1=(0.122+0.242)×(6.3×3+2+4.3)=1.8VQL2=0.242×(6.3-0.12)×11+(4.3-0.12)×4+4.3+4.95+(4.95-0.12)+(5.1-0.12)×6=7.4VQL3=0.24×0.33×(38.4+12+1+

17、17.7)=5.5VQL4=0.24×0.3×(4.95+3.3)×2+0.24×0.3×(4.3+2.7)×2 =2.2V梯1=0.24×0.3×3.14×1.65=0.4V梯2=0.24×0.3×3.14×1.35=0.3V16=1.8+7.4+5.5+0.4+0.3=15.4V7=1.8-2×(0.122+0.242)+7.4+5.5-14.4×0.24×0.33+14.4 ×0.24×0.62+0.4+0.3+2.2=

18、18.821楼梯砼m3193.1楼梯1：S底=2.97×1.45=4.3 S标=3.14×0.25×(3.3-0.24)2+0.12×(3.3-0.24)+( 9×0.27+0.24)×(3.3-0.24)=15.9 S顶=3.14×0.25×(3.3-0.24)2+0.12×(3.3-0.24)+( 9×0.27+0.24)×(2.7-0.24)=12.2 S=4.3+15.9×6+12.2=111.9楼梯2：S标=3.14×0.25×(2.7-0.24

19、)2+0.12×(2.7-0.24)+( 9×0.27+0.24)×(2.7-0.24)=11.6 S=11.6×7=81.2S总=111.9+81.2=193.122雨篷1砼m22.29S1=2.76×(0.95-0.12)=2.2923雨篷2砼m23.83S2=(1.8-0.12)×(2.4-0.12)=3.8324雨篷3砼m21.97S3=0.5×3.14×(1+0.12)2=1.9725雨篷4砼m22.34S4=2×1.5×(0.9-0.12)=2.3426阳台1砼m222.98S1=(

20、1.8-0.12)×(2.4-0.12)×7=22.9827阳台2砼m211.82S2=0.5×3.14×(1+0.12)2×7=11.8228翻沿砼（雨篷）m31.05V1=2.74×(0.4×0.15+0.93×0.08)=0.37V2=0.08×1.15×(1.8+2.4-0.12×2)=0.36V3=0.08×1.15×3.14×(1+0.12)=0.32V4=029栏板砼m33.80V南=6×(0.08×0.95+0.1

21、15;0.06)×(1.8+2.4)=2.07V东=3.14×1.12×6×(0.08×0.95+0.1×0.06)=1.7330檐沟砼m312.9L=24+18+12+12=66V=66×1.6×0.5×(0.08+0.1)+0.12×(0.65-0.22)=12.931预制过梁砼m32.46当窗高>2700、门高>1800时，圈梁并过梁。V1=0.24×0.12×2×(1.5+0.24)+(1.5+0.24)+3×(1.2+0.24)+2&

22、#215;(0.6+0.24)=0.32V26=0.24×0.12×2×(1.5+0.24)+3×(1.2+0.24)+2×(0.6+0.24)+(2.76+0.24)=0.36V7=0.24×0.12×2×(1.5+0.24)+2×(1.0+0.24)+2×(0.6+0.24)=0.3432C10混凝土垫层模板m250.84S=36.84×1.38=50.8433钢筋混凝土带形基础模板m2299.5S=138.02×2.17=299.534基础梁模板m210.63S=4.9

23、×2.17=10.6335C20矩形柱模板m21203S=14.73×81.67=120336C20矩形梁模板m2206.86SL1=1.58×13=20.54SL2=0.34×8.73=2.97SL3=0.44×8.1=3.56SL4=0.23×10.6/8.1=2.44/1.86SL5=0.34×10.6/8.1=3.6/2.75SL6=0.1×10.6/8.1=1.06/0.81SL6=0.16×10.6/8.1=1.7/1.3S16=20.54+2.44+3.6+1.06+1.7=29.34S7=

24、20.54+3.56+1.86+2.75+0.81+1.3=30.8237圈梁模板m2807.28S=110.89×7.28=807.2838楼梯模板m2193.1S=193.139雨篷模板m210.43S=2.29+3.83+1.97+2.34=10.4340阳台模板m235.49S=11.82+23.67=35.4941翻沿模板m220.0S=1.05×19.09=20.042栏板模板m272.54S=3.8×19.09=72.5443檐沟模板m2246.45S=12.91×19.09=246.4544预制过梁模板m32.46当窗高>2700、

25、门高>1800时，圈梁并过梁。V1=0.24×0.12×2×(1.5+0.24)+(1.5+0.24)+3×(1.2+0.24)+2×(0.6+0.24)=0.32V26=0.24×0.12×2×(1.5+0.24)+3×(1.2+0.24)+2×(0.6+0.24)+(2.76+0.24)=0.36V7=0.24×0.12×2×(1.5+0.24)+2×(1.0+0.24)+2×(0.6+0.24)=0.3445预制过梁安装m32.46当

26、窗高>2700、门高>1800时，圈梁并过梁。V1=0.24×0.12×2×(1.5+0.24)+(1.5+0.24)+3×(1.2+0.24)+2×(0.6+0.24)=0.32V26=0.24×0.12×2×(1.5+0.24)+3×(1.2+0.24)+2×(0.6+0.24)+(2.76+0.24)=0.36V7=0.24×0.12×2×(1.5+0.24)+2×(1.0+0.24)+2×(0.6+0.24)=0.34七 屋面

27、及防水工程46钢筋网细石混凝土刚姓屋面m2497.0S=18×5.1+24×(6.3+2)+6.3×4.95+14.4×8.3+14.7×4.3-0.12×125.08+0.5×3.14×1.652+0.5×3.14×1.352=497.047分仓缝m68.25L=14.84+6.3×4+2+5+4.3+2.7+4.95+3.14×1.652=68.2548防水砂浆防潮层m2497.0S=18×5.1+24×(6.3+2)+6.3×4.95+14

28、.4×8.3+14.7×4.3-0.12×125.08+0.5×3.14×1.652+0.5×3.14×1.352=497.0八 耐酸 保温49憎水珍珠岩保温隔热层m2497.0S=18×5.1+24×(6.3+2)+6.3×4.95+14.4×8.3+14.7×4.3-0.12×125.08+0.5×3.14×1.652+0.5×3.14×1.352=497.0九 附属工程50大便槽个355×7=3551小便槽m1

29、9.462.78×7=19.4652洗涤槽m493.5×2×7=4953洗涤池个71×7=754混凝土台阶m240.86S=1.2×(1.8-0.12)+5×(1.55-0.12)+0.6×(1.2+0.25×3.14×2.4)+3.14×1.22+3.14×(2.24+0.6)2=40.8655混凝土散水m275.34S=0.6×(125.08+0.24×2)=75.3456混凝土明沟m55.0L=7×(5.1-0.24+3)=55.0十 楼地面工程 5

30、715mm水泥砂浆找平层m2497.0S=18×5.1+24×(6.3+2)+6.3×4.95+14.4×8.3+14.7×4.3-0.12×125.08+0.5×3.14×1.652+0.5×3.14×1.352=497.05810mm水泥砂浆找平层m2497.0S=18×5.1+24×(6.3+2)+6.3×4.95+14.4×8.3+14.7×4.3-0.12×125.08+0.5×3.14×1.652+0.5

31、×3.14×1.352=497.059细石混凝土楼地面m21904.7S=12×(3-0.24)×(6.3-0.24)+4×(3-0.24)×(4.3-0.24)+2×( 3-0.24)×(5.1-0.24)=272.1S=272.1×7=1904.760水泥砂浆楼地面m2374.64S=(5.1-0.24)×(3.6+4.8+3.3-0.24×3)=53.52S=53.52×7=374.6461水泥砂浆楼梯面m2220.71S=(4.95-0.24)×(3.3-0

32、.24)+(4.3-0.24)×(2.7-0.24)+0.5×3.14×(1.652+1.352)=31.53S=31.53×7=220.7162水泥砂浆踢脚线m1951.04L=12×2×(6.3-0.24+3-0.24)+4×2×(4.3-0.24+3-0.24) +2×2×(5.1-0.24+3-0.24)-18×1=278.72L=278.72×7=1951.0463楼梯木扶手 m78.86L1=1.15×(2.97+2.43×13)=39.74L

33、2=1.15×2.43×14=39.12L=L1+L2=78.86十一 墙柱面工程64混合砂浆墙面m29970.23S窗=1057.7S=119.56×3.2+184.93×2×3.2=1566.14S=1566.14×7+2.8×2.7-0.24+4.3-0.12+0.5×3.14×(2.7-0.24)+2.8×3.3-0.24+4.95-0.12+0.5×3.14×(3.3-0.24)-1057.7=9970.2365白瓷砖墙裙m2497.49S=1.5×2&#

34、215;(3.6+4.8+3.3-0.24)+6×(5.1-0.24)-2×1-2.7 =71.07S=71.07×7=497.4966水泥砂浆阳台m234.8S=22.98+11.82=34.867水泥砂浆雨篷1m22.2968水泥砂浆雨篷2m23.8369水泥砂浆雨篷3m21.9770水泥砂浆雨篷4m22.3471水泥砂浆檐沟m66L=24+2×12+18=6672水泥砂浆栏板m235.48S=6×0.95×(1.2+0.25×3.14×2.4+0.5×3.14×2)=35.48十二 天棚工

35、程73天棚混合砂浆抹灰m23094.3S=12×(3-0.24)×(6.3-0.24)+4×(4.3-0.24)×(3-0.24)+2×(5.1-0.24)×(3-0.24)+(5.1-0.24)×(3.6+4.8+3.3-0.72)+(24×(2-0.24)+(8.3-0.24)×(2.4-0.24)+12×(2-0.24)+0.5×3.14×(1.35-0.12)2+0.5×3.14×(1.65-0.12)2+(4.3-0.12)×(2.7-

36、0.24)+(4.95-0.12)×(3.3-0.24)=3094.3十三 门窗工程74木推拉窗m21.81×1.5×1.2=1.875钢窗m2557.921×1.22+14×0.6×1.5+7×0.9×1.8+21×1.5×1.8+12.6×1.82+7×1.5×1.8+6×2.76×1.2=557.976乙级防火门m248.314×1.5×2.1+2×1×2.1=48.377有亮胶合板门m2340.2126×1×2.7=340.278有亮镶板门m237.814×1×2.7=37.879半截玻璃门m256.714×1.5×2.7=56.780全玻璃门m27.451×2.76×2.7=7.45十四 油漆涂料工程81木门清漆m2436.9340.2&