社区居委会拆迁安置楼2#工程量计算书.docx
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社区居委会拆迁安置楼2#工程量计算书
工程量计算书
工程名称:
**别墅C户型表5.1
序号
工程项目
计算式
1
桩基础土方开挖
(人工×1.15,电动葫芦×1.15)
WKZJ1:
d=800mm2只室外地坪标高-0.90m
3.14×0.57^2×4.40+3.14×0.52^2×3.40+3.14×(0.45^2+0.55^2)/2×1.60=8.64×2=17.29
WKZJ2:
d=800mm4只室外地坪标高+2.85m
3.14×0.57^2×8.15+3.14×0.52^2×3.40+3.14×0.45^2×1.60=12.22×4=48.87
d=800mm15只室外地坪标高-0.90m
3.14×0.57^2×4.40+3.14×0.52^2×3.40+3.14×0.45^2×1.60=8.39×2=125.89
井圈开挖:
3.14×0.82×2×0.25×0.20×21.0=5.41
合计:
197.46m³
2
桩基入岩增加费
WKZJ1:
3.14×(0.45^2+0.55^2)/2×1.60×2=2.54
WKZJ2:
3.14×0.45^2×1.6×19=19.33
合计:
21.87m³
3
C25钢筋砼护壁
WKZJ1:
(3.14×0.52^2×2-3.14×0.4^2-3.14×0.47^2)/2×3.40+(3.14×0.57^2×2-3.14×0.4^2-3.14×0.47^2)/2×1.0=1.27×2=2.54
WKZJ2:
1.27×19.0=24.13
井圈:
3.14×1.39×0.25×0.20×21.0=4.58
合计:
31.37m³
4
C25砼灌桩
WKZJ1:
(3.14×0.4^2+3.14×0.47^2)/2×4.65+(3.14×0.45^2+3.14×0.55^2)/2×1.6=4.05×2=8.10
WKZJ2:
(3.14×0.4^2+3.14×0.47^2)/2×4.65+3.14×0.45^2×1.60=3.80×19=72.16
合计:
80.26m³
5
护壁钢筋:
φ8@15021只
3.14×0.52×2×34.0=111.03×0.395=43.86kg
5.10×23.0=117.30×0.395=46.33kg
合计:
1894.06kg
6
桩基钢筋
10φ126.48×12=77.76×0.888=69.05
6φ166.64×6=39.84×1.578=62.87
φ6@2503.14×0.8×21=52.75×0.222=11.71
φ6@1003.14×0.8×15=50.51×0.222=11.21
1φ16加劲箍(3.14×0.8+0.157+6.25×0.016×2)×1.578×2=9.06
φ14@2000加劲箍
(3.14×0.8+0.157+6.25×0.014×2)×1.208×4=13.76
1φ14定位筋0.5×4×3=6×1.208=7.25
工程名称:
**别墅C户型续表5.1
合计:
螺纹钢162×21.0=3402.00kg
圆钢22.90×21.0=481.00kg
7
土石方回填
1423.83-11.08-19.19-11.23-13.81-16.30=1352.33m³
8
基础土方开挖
采用大开挖:
(19.35+1.0×2+0.33×1.85)×(14.70+1.0×2+0.33×1.85)×1.85+0.23+(12.85+1.0×2+0.33×5.30)×(5.7+0.33×5.30)×5.3+5.4=1408.12
J1:
(1.3+0.6+0.33×1.65)^2×1.65+0.16=10.02×21.0=100.40
扣桩基土方:
3.14×0.57^2×3.4×17.0+3.14×0.57^2×7.15×4=88.14
合计:
1423.83m³
9
C15商品砼基础垫层
J1-4:
(1.3×1.3×21+1.6×1.6×4+2.0×2.0×3+2.2×2.2×1)×0.1=6.26
DL1:
(3.5+5.8+7.03+8.25+1.725+6.08+3.23+5.85+1.70+7.85+6.05+
2.38+2.95+2.45+4.55+0.6)×0.45×0.1=3.15
DL2:
(12.93+2.90)×0.45×0.10=0.712
DL3:
(2.83+5.53+2.30+3.40+2.83)×0.45×0.1=0.76
DL4:
4.43×0.45×0.10=0.20
合计:
11.08m³
10
C25钢砼独立基础
J(1-4):
1.1×1.1×0.4×21+1.40×1.40×0.4×4+1.8×1.8×0.4×3+2.0×2.0×0.5×1=19.19m³
11
C25钢筋砼基础梁
DL1:
70.0×0.25×0.40=7.0
DL2:
15.83×0.25×0.50=1.98
DL3:
16.89×0.25×0.40=1.70
DL4:
4.43×0.25×0.50=0.55合计:
11.23m³
12
C15商品砼基础垫层
一层:
161.85×0.49×0.10=7.93
二层:
(5.10+4.35+4.60+4.38+4.43+11.53+5.38+4.13)×0.49×0.1=2.15合计:
10.08m³
13
C15商品砼地面垫层
一层:
1.86×2.46+2.46×1.56+8.20×2.46+3.06×10+2.45×5.55+1.75×5.55+2.45×6.45+2.75×5.75+4.60×2.75+1.25×6.60+1.75×1.85+
2.25×3.36+3.35×6.05+3.35×5.80+1.25×6.45=193.57×0.10=19.36
二层:
(1.25×4.85+5.45×4.85+3.95+4.60+1.55×1.85)×0.10=5.35
合计:
34.79m³
14
M10.0水泥砂浆砌筑砖胎膜
一层:
(47.76×0.50+11.73×0.60+0.35×0.30+33.50×0.40+6.88×0.75+8.75×0.80+4.75×0.70+3.20×0.55+3.35×0.35)×2×0.115=14.45
二层:
(5.10+4.35)×0.50+(4.60+4.38)×0.75+4.43×0.45+11.53×0.50+5.38×0.75+4.13×0.50=25.32×2×0.115=5.82
合计:
20.27m³
15
砖胎膜水泥砂浆抹灰
一层:
125.68+161.85×2×0.115=162.91
二层:
25.32×2+43.88×2×0.115=60.73合计:
223.64m³
16
C25钢筋砼基础梁
一层:
1/1轴:
4.3×0.25×0.5+(0.25×0.50+0.12×0.1)×2.0=0.814
2轴:
5.55×0.25×0.60+6.95×0.25×0.50=1.70
工程名称:
**别墅C户型续表5.1
1/2轴:
0.35×0.25×0.30=0.03
3轴:
6.18×0.25×0.60+6.05×0.25×0.4=1.54
4轴:
1.80×0.25×0.5+9.15×0.25×0.40=1.15
6轴:
3.73×0.25×0.50+8.70×0.25×0.40+2.88×0.25×0.75=1.88
7轴:
6.15×0.25×0.50=0.77
8轴:
2.25×0.25×0.40=0.23
9轴:
8.75×0.25×0.80+0.65×0.25×0.75=1.98
1/9轴:
3.35×0.25×0.75=0.63
10轴:
5.80×0.25×0.50=0.73
11轴2.35×0.25×0.50=0.37
KL11:
2.35×0.25×0.50=0.29
A轴:
1.63×0.25×0.504.75×0.25×0.70+2.45×0.25×0.40=1.28
1/A轴:
1.75×0.25×0.50+2.45×0.25×0.40=0.47
B轴:
3.20×0.25×0.55=0.44
C轴:
6.70×0.25×0.50=0.84
D轴:
3.35×0.25×0.35=0.29
1/D轴:
1.75×0.25×0.50+2.45×0.25×0.40+1.25×0.25×0.35=0.58
E轴:
3.78×0.25×0.50+6.65×0.25×0.45=1.22
1/E轴:
2.45×0.25×0.35=0.21
F轴:
1.25×0.25×0.40+3.05×0.25×0.50+4.0×0.25×0.80=1.31
G轴:
6.10×0.25×0.50+8.50×0.25×0.75=2.35
H轴:
3.75×0.25×0.75=0.70
J轴:
14.55×0.25×0.80=2.91
二层:
L1:
5.10×0.25×0.50=0.64
1轴:
4.35×0.25×0.50=0.54
3轴:
4.60×0.25×0.75=0.86
5轴:
2.35×0.25×0.75+1.85×0.25×0.50=0.67
6轴:
1.6×0.25×0.45+2.7×0.25×0.4=0.45
J轴:
4.0×0.25×0.50=2.01
1/J轴:
3.95×0.25×0.75+1.3×0.25×0.40=0.87
K轴:
6.33×0.25×0.50+3.7×0.25×0.75+1.5×0.25×0.40=1.63
合计:
32.23m³
17
C25满堂基础底板
一层:
(9.19+15.87+4.55)×0.1+(193.57-29.61)×0.5=27.56
二层:
(6.12+7.21)×0.10+(5.46×4.85+3.95×2.75+5.75×1.85)×0.15=8.53合计:
68.30m³
18
1:
3水泥砂浆找平
193.57+53.53+79.30+21.50=347.90㎡
19
1.5厚三元乙丙防水卷材
347.90+162.91+60.73=571.54㎡
20
C25钢筋砼剪力墙
9.83×0.25×5.62=13.81m³
21
C25钢筋砼独立柱
+0.000m以下
Z1:
0.25×0.25×1.55=0.10
工程名称:
**别墅C户型续表5.1
Z2:
0.25×0.50×5.62=0.70
KZ1:
3.14×0.175^2×3.90×2=0.75
KZ1a:
3.14×0.175^2×3.9=0.38
KZ2:
(0.25×0.50+0.25×0.25)×2.25×2=0.84
KZ3:
(0.25×0.5+0.25×0.25)×3.90×5.0=3.66
KZ4:
0.25×0.25×2.25×2.0=0.28
KZ5:
0.3×0.4×(2.25+3.9×2)=1.21
KZ6、KZ7:
0.3×0.4×3.9×2=0.94
KZ8、KZ8a:
0.35×0.35×3.9×2=0.96
KZ9、KZ10:
(0.25×0.50+0.25×0.25)×3.90×2=1.46
KZ11:
(0.25×0.50+0.25×0.25)×(2.25×2+3.9)=1.57
KZ12:
(0.25×0.50+0.25×0.25)×(3.9×3+2.25×3)=3.45
3.300m以下
KZ1a:
3.14×0.175^2×3.30=0.32
KZ3:
(0.25×0.5+0.25×0.25)×3.30×5.0=3.09
KZ5:
0.3×0.4×3.30×3=1.19
KZ6、KZ7:
0.3×0.4×3.3=0.40
KZ8、KZ8a:
0.35×0.35×3.3×2=0.81
KZ9、KZ10:
(0.25×0.50+0.25×0.25)×3.30×2=1.24
KZ11、KZ12:
(0.25×0.50+0.25×0.25)×(3.30×3+3.30×6)=5.56
3.300m以上
H=3.80m3.14×0.175^2×3.80×2=0.73
H=3.73m3.14×0.175^2×3.73×(1+3+1+3+6)=5.04
H=5.13m(0.25×0.50+0.25×0.25)×5.13×2=1.92
H=5.50m0.25×0.25×5.50×2=-0.69
H=4.57m0.3×0.4×4.57×1.0=0.55
H=4.99m0.3×0.4×4.99×1.0=0.60
H=6.03m0.38×0.35×6.03×1.0=0.74
(0.25×0.50+0.25×0.25)×6.03×1.0=1.13
H=5.63m0.35×0.35×5.63×1.0=0.69
合计:
矩形柱1.2m内:
1.07m³超高1m:
9.98m³
1.8m内:
10.54m³超高2m:
3.90m³
异形柱:
30.92m³超高3m:
1.87m³
圆形柱:
2.54m³
22
C25钢筋砼梁二层:
2轴:
6.95×0.25×0.97-0.13×2=1.42异型梁
1/2轴:
0.35×0.25×0.30=0.03
3轴:
6.05×0.25×0.40=0.61
1/3轴:
4.38×0.25×0.40=0.44
4轴:
5.30×0.25×0.40=0.71
5轴:
6.45×0.25×0.50=0.81
6轴:
1.6×0.25×0.45=0.18
10.95×0.25×0.40=1.46
7轴:
1.6×0.25×0.80=0.32
4.55×0.25×0.60=0.68
工程名称:
**别墅C户型续表5.1
8轴:
1.25×0.25×0.35=0.11
2.25×0.25×0.40=0.23
9轴:
8.20×0.25×0.40=0.82
1/9轴:
3.35×0.25×0.40=0.34
10轴:
5.80×(0.25×0.50+0.12×0.10)=0.79异型梁
11轴:
2.85×(0.25×0.40+0.12×0.10)=0.32异型梁
KL12:
4.21×1.08×0.25=1.14
B轴:
3.45×0.25×0.93=0.80
C轴:
6.70×(0.25×0.70+0.12×0.10)=1.25异型梁
D轴:
3.25×0.25×0.40=0.33
E轴:
2.15×0.25×0.70=0.38
5.40×0.25×0.45=061
1/E轴:
2.45×0.25×0.35=0.21
F轴:
3.05×0.25×0.45=0.34
3.05×0.25×0.60=0.46
4.0×0.25×0.55=0.55
G轴:
2.45×0.25×0.67=0.41
7.6×0.25×0.60=1.14
3.9×0.25×0.35=0.34
H轴:
1.55×0.25×0.30=0.12
3.75×(0.25×0.5+0.12×0.10)=0.51异型梁
J轴:
12.05×0.25×0.50=1.51
合计:
异形梁:
4.29M30.6m以内:
11.88M3
0.3m以内:
0.15M30.6m以上:
3.05M3
23
屋面梁:
H=5.05M:
5.55×0.25×0.40=0.56
1.05×0.25×0.40=0.11
H=6.32M:
5.25×1.2207×0.25×0.40=0.64
H=4.83M:
6.63×1.2207×0.25×0.40=0.81
H=3.65M:
(1.6+3.25+4.35+2.03+3.63+2.33+4.43+10.15+4.95+6.05)×0.25×0.40=4.28
4.35×0.25×0.50=0.54
H=6.0M:
2.20×0.25×0.40=0.22
H=6.94M:
6.05×0.25×0.50=0.76
H=9.35M:
4.20×0.25×0.40=0.42
H=4.4M:
4.35×1.2207×0.25×0.50=0.61
H=4.83M:
6.9×1.2207×0.25×0.40=0.84
H=5.22M:
3.9×1.2207×0.25×0.37=0.44
H=4.75M:
4.9×1.2207×0.25×0.50=0.75
2.8×1.2207×0.25×0.40=0.34
H=4.28M:
1.55×1.2207×0.25×0.30=0.14
H=4.70M:
2.75×1.2207×0.25×0.45=0.38
工程名称:
**别墅C户型续表5.1
H=5.37M:
11.33×0.25×0.40=1.13
H=5.36M:
5.7×0.25×0.40=0.57
H=4.59M:
5.03×1.2207×0.25×0.40=0.61
合:
0.3m内:
0.14M30.6m内:
14.01M3
超高1m:
6.28M3超高2m:
5.93M3
超高3m:
0.86M3超高4m:
1.18M3
24
C25钢砼拱形梁
(2.70-0.35)×1.08-3.14×1.3^2×1.05/360+1.23×0.79/2=0.48M3
25
C25钢砼构造柱
一层:
0.24×0.24×3.3×5+0.24×0.03×3.3×10=1.19
二层:
0.24×0.24×(3.73×4+5.52×2+5.17+6.78)+0.24×0.03×(3.73×8+5.52×4+5.17×2+6.78×2)=2.73合计:
3.92M3
26
C25钢砼楼梯柱TZ:
0.25×0.25×0.33+0.25×0.25×1.82×2=0.25
27
C25钢砼圈梁:
QL1:
0.25×0.25×4.75=0.30
QL2:
(0.73×2+6.5+4.35)×0.25×0.42=1.29
烟囱内圈梁:
(0.3×0.2+0.36×0.1)×(0.5+0.8)=0.125合:
1.71M3
28
C25砼烟囱封顶二次
浇捣:
(0.6+1.10)×2×0.24×1.50+0.3×0.34×(0.6+1.10)×2+[(0.5+0.74
×0.4/2-0.26×0.30]×1.1=1.76M3
29
C25钢砼平板:
二层
H=100mm:
(6.06+16.42+21.86+5.31+30.48)×0.1=8.01
H=120mm:
(6.3×7.2+3.85×6.9-51.2×0.25)×0.12=7.10
H=130mm:
3.95×3.95×0.13=2.03
H=150mm:
(5.46×4.85+3.95×2.75+5.75×1.85)×0.15=7.20
合计:
100mm以内:
8.01M3100mm以上:
16.33M3
30
C25钢砼屋面斜板
θ=35°
H=120mm:
5.35×11.95+8.95×4.50+11.35×2.70+14.05×2.65+1045×2.10+6.25×1.80-146.4×0.25=(168.68+1.56×2.76)×1.2207×0.12
=25.34M3
θ=30°
一层屋面:
24.3×(0.06×0.06+(0.24+0.35)×0.12/2+0.89×0.10)=3.11M3
露台:
6.96×(1.05×0.12+(0.15+0.20)×0.12/2)=1.023M3
31
C25钢砼直形楼梯:
1.20×0.27+1.20×7.32=9.11M2
32
C25钢砼挑檐:
(0.29×0.26+0.09×0.20+0.12×0.08+0.1×0.08)×8.84+(0.50×0.12
+0.12×0.18+0.06×0.06)×2.44+(0.06×0.06+(0.18+0.26)×0.12/2
+(0.08+0.15)×0.1/2+0.46×0.12)×(6.54+2.52+6.08+6.32+5.84+
10.02+2.42+4.48+3.32+4.5+1.78+3.6+2.10+7.82+2.42)+5.34×(0.047
+0.06×0.06+0.12×0.30)+8.03×0.11=9.39+0.045×0.62×10=9.67M3
33
C20素砼门槛、墙槛:
0.24×0.1×0.9×2+0.24×0.15×0.8=0.07M2
34
C25砼线脚:
节点10/11
(0.1×0.06+0.06×0.35)×23.04+41.20+6.84)=1.91M3
35
C20砼楼面翻边
0.24×0.18×(18.05+17.95+9.10+6.05)=2.21M3
36
C25钢砼栏板
(05×0.6+0.06×0.06+0.12×0.12+0.06×0.05-3.14×0.45^2×63/360)×7.26=1.52M3
37
M5混合砂浆砌240厚页岩(外墙):
一层:
4.75×6.32+2.58×3.8-15.67-3.75+1.8×2.9+1.01×2.37+0.53×2.5-0.9+6.71×2.6-2.7-7.2+5.81×2.8-1.44+2.85×2.9-2.16+3.75×2.55-0.72+0.65×2.9-0.6+6.96×2.63-12.48+6.05×2.95-2.25
-5.76+1.06×2.8+5.55×6.32-8.64=112.12×0.24=26.91M3
工程名称:
**别墅C户型续表5.1
二层:
1.05×2.9+3.45×4.43-0.9-1.35+1.6×