工程量計(jì)算稿

1、工程量計(jì)算稿序號(hào)項(xiàng)目名稱工程量計(jì)算式單位工程量備注平整場(chǎng)地平整場(chǎng)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）=199.44199.44挖基礎(chǔ)土方1-1軸線L=2.1+2.1+4.2=8.4m2-2軸線L=4.2*3=12.6m3-3軸線L=3+3.6=6.6m4-4軸線L=10.2*2+4.2=24.6m5-5軸線L=2.1+2.7=4.8m6-6軸線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+0.3*2)+6.6*(1.2-0.45)*(1

2、.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混凝土墊層V=8.4*(0.8+0.2)*0.1+12.6*(1+0.2)*0.1+6.6*(1.5+0.2)*0.1+24.6*(1.2+0.2)*0.1+4.8*0.8*0.1+2.1*0.92*0.1=7.5M³7.5C10獨(dú)立基礎(chǔ)混凝土1-1軸線L=2.1+2.1+4.2=8.4m2-2軸線L=4.2*3=12.6m3-3軸線L=3+3.6=6.6m4-

3、4軸線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磚基礎(chǔ)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基礎(chǔ)圈梁DQL=V=0.24*0.24*(8.4+12.6+6.6

4、+24.6+4.8+2.1)=3.4M³3.4DQL土方回填土方回填=開挖土方-墊層-獨(dú)立基礎(chǔ)-磚基礎(chǔ)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=33.2133.21實(shí)心磚墻一層砌筑：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=50.69二層砌筑：V=3.3*（10.2*3+8.4*2+4.2*3+2.7+2.1）*0.24=51.32三層零星砌筑：V=8.4*2*0.24=4.032扣除門窗洞體積V=

5、（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實(shí)心磚墻砌筑：V=50.69+51.32+4.032-15.04=91.002M³91.002預(yù)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*2.1153.09現(xiàn)澆混凝土V=2.1*2.1*2*0.1+3.6*1.2*0.1=1.314M³1.314C25現(xiàn)澆混凝土樓梯S=0.85*(2.613+2.79)+2*(0.88+1.32)=

6、8.998.99混凝土構(gòu)造柱GZ-1*6個(gè)V=(6.57+0.45)*0.24*0.24*6=2.43Z-1*1個(gè)V=(6.57+0.45)*0.3*0.3=0.6318混凝土構(gòu)造柱合計(jì)=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=119.28MV=0.24*0.3*3.6+0.24*0.3*2.4+0.34*0.45*3.6+0.24*0.25*3.6+0.24*0.

7、24*1.92+0.24*0.45*4.2+0.24*0.3*3.6+0.37*0.12*4.2+0.24*0.24*119.28=9.08M³9.08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）=11.9M³11.960.222 Kg 6.50.26kg 80.395kg 100.617kg 120.888kg 141.21kg 161.58kg 182

8、.0kg 202.47kg222.98kg253.85kg284.837kg獨(dú)立基礎(chǔ)鋼筋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）*1.2*0.395=126.8kg獨(dú)立基礎(chǔ)鋼筋合計(jì)=253.12kgkg253.12基礎(chǔ)圈梁鋼筋4根12的直筋=4*（8.4+12.6+6.6+24.6+4.8+2.1）*0.888=20

9、9.928箍筋=0.395*0.24*4*（8.4+12.6+6.6+24.6+4.8+2.1）/0.2=112.05鋼筋合計(jì)=209.92+112.05=321.97kgkg321.97現(xiàn)澆板鋼筋衛(wèi)生間現(xiàn)澆板鋼筋=(2.1/0.2)*0.75*0.395*4*2+0.222*2.1*11*2=35.14kg陽(yáng)臺(tái)現(xiàn)澆板鋼筋=3.6*（1.2/0.15）*0.395+1.2*（3.6/0.15）*0.395=22.75kg現(xiàn)澆板鋼筋合計(jì)=57.89kgkg57.89混凝土構(gòu)造柱GZ-1*6個(gè)箍筋=0.222*6*0.24*4*(（6.57+0.45）/0.2)=44.88直筋=（6.57+0.4

10、5）*4*1.21*6=203.86Z-1*1個(gè)箍筋=(6.81/0.15)*0.3*8*0.395=43.03直筋=8*6.81*2=108.96鋼筋合計(jì)=400.74kg400.74混凝土構(gòu)造柱混凝土梁鋼筋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*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=119.28MYPL=1.58*2*3.6+2*3*3.6+0.395*(0.24+0.3)*2*(3.6

11、/0.15)=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*(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*(

12、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)*(0.37+0.12)*2=29.65QL-1=4*119.28*0.888+0.222*(0.24+0.24)*2*(119.28/0.2)=550.79混凝土鋼筋合計(jì)=925.42kgkg925.42屋面梁鋼筋L-1=4.9*4=19.6ML-5=3.45*2

13、=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）=158.26屋面梁鋼筋合計(jì)=473.74kg473.74屋面鋼筋=0.617*（10.2+0.72*2）*2*（9.82/0.15）+0.617*9.82*2*(11.62/0.15)=1879.68kgkg1879.68衛(wèi)生間防水S=2.1*2.1*2=8.828.82鋁合金推拉窗S=1.8*1.7*4+1.5*1.7*7+1.2*1.7*4=38.2538.25C-1

14、C-2C-3夾板門M-11樘1夾板門M-25樘5夾板門M-33樘3夾板門M-41樘1瓦屋面S=11.64*9.84*1.15+1.2*4.2*1.15=137.51137.51內(nèi)外墻面粉刷S=（91.002/0.24）*2=758.35758.35地面找平層一層: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=77.27二層：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=7

15、4.72地面找平層合計(jì)S=77.27+74.72=151.99151.99天棚頂面抹灰一層: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=77.27二層：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地面找平層合計(jì)S=77.27+74.72=151.99151.99外墻白色涂料S=（10.2+0.24）*（6.6+0.45）*2+（8.4+0.24）*（6.6+

16、0.45）-（1.8*1.7*4+1.5*1.7*7+1.2*1.7*4）-2.1*2.7=164.2164.2基礎(chǔ)圈梁模板1-1軸線L=2.1+2.1+4.2=8.4m2-2軸線L=4.2*3=12.6m3-3軸線L=3+3.6=6.6m4-4軸線L=10.2*2+4.2=24.6m5-5軸線L=2.1+2.7=4.8m6-6軸線L=2.1mS=0.1*(8.4+12.6+6.6+24.6+4.8+2.1)*2=11.8211.82獨(dú)立基礎(chǔ)混凝土模板S=0.3*2*（8.4+12.6+6.6+24.6）=31.3231.32基礎(chǔ)圈梁混凝土模板S=0.24*2*（8.4+12.6+6.6+24

17、.6+4.8+2.1）=28.3728.37現(xiàn)澆混凝土模板S=2.1*2.1*2+3.6*1.2=13.1413.14現(xiàn)澆混凝土樓梯模板S=0.85*(2.613+2.79)+2*(0.88+1.32)=8.998.99混凝土構(gòu)造柱模板GZ-1*6個(gè)S=(6.57+0.45)*(0.24+0.24)*6=20.22Z-1*1個(gè)S=(6.57+0.45)*(0.3+0.3)=4.212混凝土構(gòu)造柱模板合計(jì)=24.43224.432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.

18、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+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=109.81109.81屋面梁混凝土模板L-1=4.9*4=19.6ML-5=3.45*2=6.9MS=(0.24+0.4+0.4)*19.6+(0.24+0.4+0.4)*6.9=27.5627.56屋面混凝土模板S=1.02*（10.2+0.72*2）*（8.4