综合项目工程量计算稿.doc

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）=199.44199.44挖基本土方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+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)=M82.81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)*0.1+24.6*(1.2+0.2)*0.1+4.8*0.8*0.1+2.1*0.92*0.1=7.5M7.5C10独立基本混凝土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=17.62M17.62C25砖基本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)=8.83M8.83基本圈梁DQL=V=0.24*0.24*(8.4+12.6+6.6+24.6+4.8+2.1)=3.4M3.4DQL土方回填土方回填=开挖土方-垫层-独立基本-砖基本V=82.81-7.5-17.63-8.83=48.85M48.85散水S=（10.2+0.9*2）*0.9*2+8.4*0.9*2-3.9*0.9=33.2133.21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=50.69二层砌筑：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*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=91.002M91.002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*2.1153.09现浇混凝土V=2.1*2.1*2*0.1+3.6*1.2*0.1=1.314M1.314C25现浇混凝土楼梯S=0.85*(2.613+2.79)+2*(0.88+1.32)=8.998.99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混凝土构造柱共计=3.0618M3.0618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=119.28MV=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*0.24*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=9.08M9.08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=2.544M2.544屋面混凝土V=0.1*1.02*（10.2+0.72*2）*（8.4+0.72*2）+3.6*0.6）=11.9M11.960.222 Kg 6.50.26kg 80.395kg 100.617kg 120.888kg 141.21kg 161.58kg 182.0kg 202.47kg222.98kg253.85kg284.837kg独立基本钢筋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）*1.2*0.395=126.8kg独立基本钢筋共计=253.12kgkg253.12基本圈梁钢筋4根12直筋=4*（8.4+12.6+6.6+24.6+4.8+2.1）*0.888=209.928箍筋=0.395*0.24*4*（8.4+12.6+6.6+24.6+4.8+2.1）/0.2=112.05钢筋共计=209.92+112.05=321.97kgkg321.97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*（3.6/0.15）*0.395=22.75kg现浇板钢筋共计=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）/0.2)=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钢筋共计=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*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*(3.6/0.15)=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*(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混凝土钢筋共计=925.42kgkg925.42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）=158.26屋面梁钢筋共计=473.74kg473.74屋面钢筋=0.617*（10.2+0.72*2）*2*（9.82/0.15）+0.617*9.82*2*(11.62/0.15)=1879.68kgkg1879.68卫生间防水S=2.1*2.1*2=8.828.82铝合金推拉窗S=1.8*1.7*4+1.5*1.7*7+1.2*1.7*4=38.2538.25C-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=137.51137.51内外墙面粉刷S=（91.002/0.24）*2=758.35758.35地面找平层一层: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地面找平层共计S=77.27+74.72=151.99151.99天棚顶面抹灰一层: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地面找平层共计S=77.27+74.72=151.99151.99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=164.2164.2基本圈梁模板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=2.1mS=0.1*(8.4+12.6+6.6+24.6+4.8+2.1)*2=11.8211.82独立基本混凝土模板S=0.3*2*（8.4+12.6+6.6+24.6）=31.3231.32基本圈梁混凝土模板S=0.24*2*（8.4+12.6+6.6+24.6+4.8+2.1）=28.3728.37现浇混凝土模板S=2.1*2.1*2+3.6*1.2=13.1413.14现浇混凝土楼梯模板S=0.85*(2.613+2.79)+2*(0.88+1.32)=8.998.99混凝土构造柱模板GZ-1*6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混凝土构造柱模板共计=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+8.4*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+0.72*2）+3.6*0.6）=119119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)=390.96390.96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共计S=77.27+74.72=151.99151.99