工程量计算稿.docx

1、工程量计算稿工程量计算稿序号项目名称工程量计算式单位工程量备注平整场地平整场地=S底+2L外+16=(10.2+0.9*2 )*( 8.4+0.9*2 )+2*( 10.2+8.4+0.98*4+16)=199.44m2199.44挖基础土方1-1 轴线 L=2.1+2.1+4.2=8.4m2-2 轴线 L=4.2*3=12.6m3-3 轴线 L=3+3.6=6.6m4-4 轴线 L=10.2*2+4.2=24.6m5-5 轴线 L=2.1+2.7=4.8m6-6 轴线 L=2.1mV=8.4*(1.2-0.45)*(0.8+0.2+0.3*2)+12.6*(1.2-0.45)*(1+0.2+

2、0.3*2)+6.6*(1.2-0.45)*(1.5+0.2+0.3*2)+24.6*(1.2-0.45)*(1.2+0.2+0.3*2)+4.8*(1.2-0.45)*(0.8+0.3*2)+2.1*(1.2-0.45)*(0.92+0.3*2)=M382.81混凝土垫层V=8.4*(0.8+0.2)*0.1+12.6*(1+0.2)*0.1+6.6*(1.5+0.2)*M37.5C100.1+24.6*(1.2+0.2)*0.1+4.8*0.8*0.1+2.1*0.92*0.1=7.5独立基础混凝土1-1 轴线 L=2.1+2.1+4.2=8.4m2-2 轴线 L=4.2*3=12.6m3

3、-3 轴线 L=3+3.6=6.6m4-4 轴线 L=10.2*2+4.2=24.6mV=0.8*0.3*8.4+1*0.3*12.6+1.5*0.3*6.6+1.2*0.3*24.6=17.62M317.62C25砖基础V=( 8.4+12.6+6.6+24.6 )*(0.24*0.5+0.12*0.06*2)+4.8*(0.7*0.24+0.36*0.06*2+0.24*0.06*2+0.12*0.06*2)+2.1*(0.7*0.24+0.36*0.06*2+0.3*0.06*2+0.18*0.06*2+0.12*0.06*2)=8.83M38.83基础圈梁DQL=V=0.24*0.24

4、*(8.4+12.6+6.6+24.6+4.8+2.1)=3.4M33.4DQL土方回填土方回填=开挖土方-垫层-独立基础-砖基础V=82.81-7.5-17.63-8.83=48.85M348.85散水S=( 10.2+0.9*2)*0.9*2+8.4*0.9*2-3.9*0.9=33.21m233.21实心砖墙一层砌筑： V=3.3* ( 10.2+10.2+8.4+8.4+4.2*3+4.3+3+2.1+2.7+2.1)*0.24=50.69M391.002二层砌筑： V=3.3* (10.2*3+8.4*2+4.2*3+2.7+2.1 ) *0.24=51.32三层零星砌筑：V=8.4

5、*2*0.24=4.032扣除门窗洞体积 V=( 1.8*1.7*4+1.5*1.7*7+1.2*1.7*4+1.5*2.7+0.9*2.7*5+0.8*2.3*3+1*2.7*1 )*0.24=15.04实心砖墙砌筑： V=50.69+51.32+4.032-15.04=91.002预制混凝土板S=3*4.2+3*4.2+3.6*4.2*2+2.4*2.1+2.7*2.1+2.7*2.1 + 10.2*8.4-2. 1*2.1m2153.09现浇混凝土V=2.1*2.1*2*0.1+3.6*1.2*0.1=1.314M31.314C25现浇混凝土楼梯S=0.85*(2.613+2.79)+2

6、*(0.88+1.32)=8.99m8.99混凝土构造柱GZ-1*6 个V=(6.57+0.45)*0.24*0.24*6=2.43Z-1*1 个V=(6.57+0.45)*0.3*0.3=0.6318混凝土构造柱合计=3.0618M33.0618混凝土梁YPL=3.6ML-1=2.4ML-2=3.6ML-3=3.6ML-5=1.92ML-6=4.2MBD-1=4.2MQL-1= 10.2*3+8.4*2+8.4*2+4.2+5.1 + 10.2*3+8.4*3+4.2*2+5.1-3.6-2.4-3.6-3.6-1.92-4.2-4.2=119.28MM39.08V=0.24*0.3*3.6

7、+0.24*0.3*2.4+0.34*0.45*3.6+0.24*0.25*3.6+0.24*0.24*1.92+0.24*0.45*4.2+0.24*0.3*3.6+0.37*0.12*4.2+0.24*024*119.28=9.08屋面梁混凝土L-1=4.9*4=19.6ML-5=3.45*2=6.9MV=0.24*0.4*19.6+0.24*0.4*6.9=2.544M32.544屋面混凝土V=0.1*1.02* (10.2+0.72*2 ) * (8.4+0.72*2 ) +3.6*0.6 ) =11.9M311.90 6= 0.222 Kg $ 6.5 = 0.26kg $ 8= 0

8、.395kg $ 10= 0.617kg $ 12 =0.888kg 14 = 1.21kg 16 = 1.58kg 18 = 2.0kg 20 = 2.47kg 22 = 2.98kg 25 = 3.85kg 28 = 4.837kg独立基础钢筋1-1=0.395*8.4*5+ (1+8.4/0.2 ) *0.8*0.395=30.18kg2-2=0.395*12.6*6+ (1 + 12.6/0.2 ) *1*0.395=55.14kg3-3=0.395*6.6*8+ (1+6.6/0.2 ) *1.5*0.395=41kg4-4=0.395*24.6*7+ (1+24.6/0.2 ) *

9、1.2*0.395=126.8kg独立基础钢筋合计=253.12kgkg253.12基础圈梁钢筋4 根 $ 12 的直筋=4* (8.4+12.6+6.6+24.6+4.8+2.1 ) *0.888=209.92kg321.970 8 箍筋=0.395*0.24*4* ( 8.4+12.6+6.6+24.6+4.8+2.1 )/0.2=112.05钢筋合计=209.92+112.05=321.97kg现浇板钢筋卫生间现浇板钢筋=(2.1/0.2)*0.75*0.395*4*2+0.222*2.1*11*2=35.14kg阳台现浇板钢筋=3.6* ( 1.2/0.15 / *0.395+1.2*

10、 ( 3.6/0.15 /*0.395=22.75kg现浇板钢筋合计=57.89kgkg57.89混凝土构造柱GZ-1*6 个箍筋=0.222*6*0.24*4*( (6.57+0.45 / 心2)=44.88直筋=(6.57+0.45 / *4*1.21*6=203.86Z-1*1 个箍筋=(6.81/0.15)*0.3*8*0.395=43.03直筋=8*6.81*2=108.96钢筋合计=400.74kg400.74混凝土构造柱混凝土梁钢筋YPL=3.6ML-1=2.4ML-2=3.6ML-3=3.6ML-5=1.92ML-6=4.2MBD-1=4.2MQL-1= 10.2*3+8.4*

11、2+8.4*2+4.2+5.1 + 10.2*3+8.4*3+4.2*2+5.1-3.6-2.4-3.6-3.6-1.92-4.2-4.2=119.28Mkg925.42YPL=1.58*2*3.6+2*3*3.6+0.395*(0.24+0.3)*2*(3.6心15)=43.21L-1=0.395*2*2.4+0.617*2*2.4+1.21*2*2.4+1.21*2*2.4+1.58*2*2.4+0.395*(0.24*2+0.3*2+0.44)*(2.4/0.15)=33.66L-2=0.395*1*3.6+2*3.6*0.617+3*3.6*1.58+3*3.6*3.85+0.395*

12、(0.24*2+0.31*2+0.24*2+0.45*2)*(3.6/0.15)=88.02L-3=2*3.6*1.21+2*3.6*2+0.222*(0.24*4)*(3.6/0.1)=30.78L-5=6*1.92*1.21+0.395*0.24*4*(1.92/0.1)=21.22L-6=3*4.2*1.21+3*4.2*2.98+0.395*(0.24+0.45)*2*(4.2/0.1)=75.69L-7=3*3.6*1.21+3*3.6*2.47+0.395*(3.6/0.1)*(0.24+0.3)*2=55.1BD-1=6*4.2*0.888+0.222*(4.2/0.2)*(0.

13、37+0.12)*2=29.65QL-1=4*119.28*0.888+0.222*(0.24+0.24)*2*(119.28/0.2)=550.79混凝土钢筋合计=925.42kg屋面梁钢筋L-1=4.9*4=19.6ML-5=3.45*2=6.9ML-1=3*19.6*1.21+3*19.6*2.47+0.395*(0.24+0.4)*2*(19.6/0.1)=315.48L-5=6*6.9*2.98+0.395* (0.24+0.4 ) *2* (6.9/0.1 ) =158.26kg473.74屋面梁钢筋合计=473.74屋面钢筋=0.617* ( 10.2+0.72*2 )*2* (

14、 9.82/0.15 )+0.617*9.82*2*(11.62 /0.15)=1879.68kgkg1879.68卫生间防水S=2.1*2.1*2=8.82m28.82铝合金推拉窗S=1.8*1.7*4+1.5*1.7*7+1.2*1.7*4=38.25m38.25C-1C-2C-3夹板门M-11樘1夹板门M-25樘5夹板门M-33樘3夹板门M-41樘1瓦屋面S=11.64*9.84*1.15+1.2*4.2*1.15=137.51m137.51内外墙面粉刷S=( 91.002/0.24 )*2=758.35m758.35一层:S=(10.2-0.24)*(8.4-0.24)-0.24*(4

15、.2+4.2*3+2.7地面找平层+2.1)+1.5*0.24+0.24*0.9*2+0.24*0.8*2=77.27二层：S=(10.2-0.24)*(8.4-0.24)-0.24* ( 10.2+4.2*4+2.7+2.1)+0.24*0.9*3+0.24*1+0.24*0.8=74.72m151.99地面找平层合计 S=77.27+74.72=151.99一层:S=(10.2-0.24)*(8.4-0.24)-0.24*(4.2+4.2*3+2.7+2.1)+1.5*0.24+0.24*0.9*2+0.24*0.8*2=77.27天棚顶面抹灰二层：S=(10.2-0.24)*(8.4-0

16、.24)-0.24* ( 10.2+4.2*4+2.7+m2151.992.1)+0.24*0.9*3+0.24*1+0.24*0.8=74.72地面找平层合计 S=77.27+74.72=151.99外墙白色涂料S=( 10.2+0.24)* ( 6.6+0.45)*2+ ( 8.4+0.24)* ( 6.6+0.45)-(1.8*1.7*4+1.5*1.7*7+1.2*1.7*4 )-2.1*2.7=164.2m164.21-1轴线 L=2.1+2.1+4.2=8.4m2-2轴线 L=4.2*3=12.6m3-3轴线 L=3+3.6=6.6m基础圈梁模板4-4轴线 L=10.2*2+4.2

17、=24.6mm11.825-5轴线 L=2.1+2.7=4.8m6-6轴线L=2.1mS=0.1*(8.4+12.6+6.6+24.6+4.8+2.1)*2=11.82独立基础混凝土模板S=0.3*2* ( 8.4+12.6+6.6+24.6 )=31.32m31.32基础圈梁混凝土模板S=0.24*2* ( 8.4+12.6+6.6+24.6+4.8+2.1 )=28.37m228.37现浇混凝土模板S=2.1*2.1*2+3.6*1.2=13.14m13.14现浇混凝土楼梯模板S=0.85*(2.613+2.79)+2*(0.88+1.32)=8.99m8.99混凝土构造柱模板GZ-1*6

18、 个S=(6.57+0.45)*(0.24+0.24)*6=20.22Z-1*1 个S=(6.57+0.45)*(0.3+0.3)=4.212混凝土构造柱模板合计 =24.432m24.432混凝土梁模板YPL=3.6ML-1=2.4ML-2=3.6ML-3=3.6ML-5=1.92ML-6=4.2MBD-1=4.2MQL-1= 10.2*3+8.4*2+8.4*2+4.2+5.1 + 10.2*3+8.4*3+4.2*2+5.1-3.6-2.4-3.6-3.6-1.92-4.2-4.2=119.28MS=(0.24+0.3+0.3)*3.6+(0.24+0.3+0.3)*2.4+(0.34+

19、0.45+0.45)*3.6+(0.24+0.25+0.25)*3.6+(0.24+0.24+0.24)*1.92+(0.24+0.45+0.45)*4.2+(0.24+0.3+0.3)*3.6+(0.37+0.12+0.12)*4.2+(0.24+0.24*2 )*119.28=109.81m109.81屋面梁混凝土模板L-1=4.9*4=19.6ML-5=3.45*2=6.9Mm27.56S=(0.24+0.4+0.4)*19.6+(0.24+0.4+0.4)*6.9=27.56屋面混凝土模板S=1.02* (10.2+0.72*2 ) * (8.4+0.72*2 ) +3.6*0.6 ) =119m2119屋面混凝土模板外墙脚手架S=(10.2*2+3+8.4*2+3)*(8.6+0.45)=390.96m390.96室内脚手架一层:S=(10.2-0.24)*(8.4-0.24)-0.24*(4.2+4.2*3+2.7+2.1)+1.5*0.24+0.24*0.9*2+0.24*0.8*2=77.27二层：S=(10.2-0.24)*(8.4-0.24)-0.24* ( 10.2+4.2*4+2.7+2.1)+0.24*0.9*3+0.24*1+0.24*0.8=74.72合计 S=77.27+74.72=151.99m151.99