工程量计算稿.docx
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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)=199.44
㎡
199.44
挖基础土方
1-1轴线L=2.1+2.1+4.2=8.4m
2-2轴线L=4.2*3=12.6m
3-3轴线L=3+3.6=6.6m
4-4轴线L=10.2*2+4.2=24.6m
5-5轴线L=2.1+2.7=4.8m
6-6轴线L=2.1m
V=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)=
M³
82.81
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=7.5
M³
7.5
C10
独立基础混凝土
1-1轴线L=2.1+2.1+4.2=8.4m
2-2轴线L=4.2*3=12.6m
3-3轴线L=3+3.6=6.6m
4-4轴线L=10.2*2+4.2=24.6m
V=0.8*0.3*8.4+1*0.3*12.6+1.5*0.3*6.6+1.2*0.3*24.6=17.62
M³
17.62
C25
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)=8.83
M³
8.83
基础圈梁
DQL=V=0.24*0.24*(8.4+12.6+6.6+24.6+4.8+2.1)=3.4
M³
3.4
DQL
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=48.85
M³
48.85
散水
S=(10.2+0.9*2)*0.9*2+8.4*0.9*2-3.9*0.9=33.21
㎡
33.21
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=91.002
M³
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*2.1
㎡
153.09
现浇混凝土
V=2.1*2.1*2*0.1+3.6*1.2*0.1=1.314
M³
1.314
C25
现浇混凝土楼梯
S=0.85*(2.613+2.79)+2*(0.88+1.32)=8.99
㎡
8.99
混凝土构造柱
GZ-1*6个
V=(6.57+0.45)*0.24*0.24*6=2.43
Z-1*1个
V=(6.57+0.45)*0.3*0.3=0.6318
混凝土构造柱合计=3.0618
M³
3.0618
混凝土梁
YPL=3.6M\L-1=2.4M\L-2=3.6M\L-3=3.6M\L-5=1.92M\L-6=4.2M\BD-1=4.2M\QL-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=119.28M
V=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=9.08
M³
9.08
屋面梁混凝土
L-1=4.9*4=19.6M
L-5=3.45*2=6.9M
V=0.24*0.4*19.6+0.24*0.4*6.9=2.544
M³
2.544
屋面混凝土
V=0.1*1.02*((10.2+0.72*2)*(8.4+0.72*2)+3.6*0.6)=11.9
M³
11.9
φ6=0.222Kgφ6.5=0.26kgφ8=0.395kgφ10=0.617kgφ12=0.888kgΦ14=1.21kgΦ16=1.58kgΦ18=2.0kgΦ20=2.47kgΦ22=2.98kgΦ25=3.85kgΦ28=4.837kg
独立基础钢筋
1-1=0.395*8.4*5+(1+8.4/0.2)*0.8*0.395=30.18kg
2-2=0.395*12.6*6+(1+12.6/0.2)*1*0.395=55.14kg
3-3=0.395*6.6*8+(1+6.6/0.2)*1.5*0.395=41kg
4-4=0.395*24.6*7+(1+24.6/0.2)*1.2*0.395=126.8kg
独立基础钢筋合计=253.12kg
kg
253.12
基础圈梁钢筋
4根φ12的直筋=4*(8.4+12.6+6.6+24.6+4.8+2.1)*0.888=209.92
φ8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
kg
321.97
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
现浇板钢筋合计=57.89kg
kg
57.89
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=203.86
Z-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=400.74
kg
400.74
混凝土构造柱
混凝土梁钢筋
YPL=3.6M\L-1=2.4M\L-2=3.6M\L-3=3.6M\L-5=1.92M\L-6=4.2M\BD-1=4.2M\QL-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=119.28M
YPL=1.58*2*3.6+2*3*3.6+0.395*(0.24+0.3)*2*(3.6/0.15)=43.21
L-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)=33.66
L-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)=88.02
L-3=2*3.6*1.21+2*3.6*2+0.222*(0.24*4)*(3.6/0.1)=30.78
L-5=6*1.92*1.21+0.395*0.24*4*(1.92/0.1)=21.22
L-6=3*4.2*1.21+3*4.2*2.98+0.395*(0.24+0.45)*2*(4.2/0.1)=75.69
L-7=3*3.6*1.21+3*3.6*2.47+0.395*(3.6/0.1)*(0.24+0.3)*2=55.1
BD-1=6*4.2*0.888+0.222*(4.2/0.2)*(0.37+0.12)*2=29.65
QL-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
kg
925.42
屋面梁钢筋
L-1=4.9*4=19.6M
L-5=3.45*2=6.9M
L-1=3*19.6*1.21+3*19.6*2.47+0.395*(0.24+0.4)*2*(19.6/0.1)=315.48
L-5=6*6.9*2.98+0.395*(0.24+0.4)*2*(6.9/0.1)=158.26
屋面梁钢筋合计=473.74
kg
473.74
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)=1879.68kg
kg
1879.68
卫生间防水
S=2.1*2.1*2=8.82
㎡
8.82
铝合金推拉窗
S=1.8*1.7*4+1.5*1.7*7+1.2*1.7*4=38.25
㎡
38.25
C-1\C-2\C-3
夹板门M-1
1
樘
1
夹板门M-2
5
樘
5
夹板门M-3
3
樘
3
夹板门M-4
1
樘
1
瓦屋面
S=11.64*9.84*1.15+1.2*4.2*1.15=137.51
㎡
137.51
内外墙面粉刷
S=(91.002/0.24)*2=758.35
㎡
758.35
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
地面找平层合计S=77.27+74.72=151.99
㎡
151.99
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
地面找平层合计S=77.27+74.72=151.99
㎡
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=164.2
㎡
164.2
基础圈梁模板
1-1轴线L=2.1+2.1+4.2=8.4m
2-2轴线L=4.2*3=12.6m
3-3轴线L=3+3.6=6.6m
4-4轴线L=10.2*2+4.2=24.6m
5-5轴线L=2.1+2.7=4.8m
6-6轴线L=2.1m
S=0.1*(8.4+12.6+6.6+24.6+4.8+2.1)*2=11.82
㎡
11.82
独立基础混凝土模板
S=0.3*2*(8.4+12.6+6.6+24.6)=31.32
㎡
31.32
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)=28.37
㎡
28.37
现浇混凝土模板
S=2.1*2.1*2+3.6*1.2=13.14
㎡
13.14
现浇混凝土楼梯模板
S=0.85*(2.613+2.79)+2*(0.88+1.32)=8.99
㎡
8.99
混凝土构造柱模板
GZ-1*6个
S=(6.57+0.45)*(0.24+0.24)*6=20.22
Z-1*1个
S=(6.57+0.45)*(0.3+0.3)=4.212
混凝土构造柱模板合计=24.432
㎡
24.432
混凝土梁模板
YPL=3.6M\L-1=2.4M\L-2=3.6M\L-3=3.6M\L-5=1.92M\L-6=4.2M\BD-1=4.2M\QL-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=119.28M
S=(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=109.81
㎡
109.81
屋面梁混凝土模板
L-1=4.9*4=19.6M
L-5=3.45*2=6.9M
S=(0.24+0.4+0.4)*19.6+(0.24+0.4+0.4)*6.9=27.56
㎡
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)=119
㎡
119
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)=390.96
㎡
390.96
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=151.99
㎡
151.99