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工程量计算书
分部分项工程量计算书表1
序号
分部分项工程名称
部位与编号
单位
计算式
小计
一
基础工程
1
挖基坑土方
m3
435.31×(2.8+0.8+0.1)+(1.7+0.5+0.1)×(2.1+2.1+1.4+0.3)×(2.2+0.25)+1.6×1.4+0.4×0.4×2.9+(2+0.8)×3.7×0.5×(14.1+14.1+2.2+2.2+32.3×2+2.1+2+0.7×4+0.95×2)
2200.29
2
100厚素C15混凝土垫层
m3
0.1×435.31+0.×0.1×(32.3×2+2.1×2+0.7×4+0.95×2+14.1×2+2.2×2)
44.6
3
800厚C25筏板基础
m3
435.31×0.8-0.8×1×1-0.3×0.4×3-0.8×1.9×2.1×2+1×(1.155+2+2)×0.5×4.75
352.95
4
垫层模板
m2
(32.2×2+15×2)×0.1
9.44
5
筏板基础模板
㎡
(32.2×2+15×2)×0.8+435.31
510.83
6
筏板基础钢筋
t
11.29+26.11
Φ12以内:
352.95×0.032
11.29
Φ12以外:
352.95×0.074
26.11
7
地下室C25剪力墙
m3
35.26
AZ2
(0.45×0.4+0.5×0.2)×2.7×2
0.97
YDZ1
(0.45×0.4+0.2×0.3)×2.7×2
1.3
YAZ28
0.5×0.2×2.7×2
0.54
YJZ3
(0.4×0.5+0.4×0.3+0.2×0.3)×2.7×2
2.05
YJZ25
(0.3×0.55+0.25×0.6)×2.7×2
1.7
YJZ6
(0.2×0.5+0.4×0.2)×2.7×2
0.97
YAZ2
0.25×0.4×2.7×2
0.54
YJZ7
(0.25×0.55+0.6×0.25)×2.7×2
1.55
AZ1
0.25×0.4×2.7×2×2
1.08
AZ4
0.25×0.4×2.7×2
0.54
YJZ16
(0.2×0.3+0.25×0.8)2.7×2
1.4
YJZ15
(0.2×0.5+0.2×0.5)×2.7×2
1.08
YJZ11
(0.2×0.5+0.2×0.8)×2.7×2
1.4
YDZ10
(0.4×0.4+0.2×0.3)×2.7×2
1.135
YJZ14
(0.2×0.8+0.2×0.3)×2.7×2
1.19
YAZ35
0.2×0.55×2.7×2
0.59
YDZ13
(0.3×0.2+0.4×0.4+0.2×0.75+0.25×0.2)×2.7×2
2.27
YAZ4
0.2×0.4×2.7×2
0.43
AZ3
(0.5×0.25×2+0.5×0.25)×2.7×2
1.22
YJZ23
(0.2×0.55+0.75×0.25)×2.7×2
1.61
YAZ29
0.2×0.45×2.7×2
0.49
YJZ14
(0.2×0.5+0.6×0.2)×2.7×2
0.13
YAZ4
0.2×0.4×2.7×2
0.43
YDZ10
(0.5×0.25×2+0.5×0.25)×2.7×2
1.22
YAZ4
(0.2×0.55+0.75×0.25)×2.7×2
1.61
YYZ18
(0.2×2+0.3×0.2×2)×2.7
1.4
YJZ22
(0.2×0.3+0.2×0.6)×2.7
0.49
LZ2
((0.2×0.5)+(0.3×0.2))×(2.85-1.7)
0.18
YDZ19
(0.25×0.3+0.4×0.4+0.2×0.3)×2.7
0.8
YJZ20
(0.2×1+0.75×0.3)×2.7
1.15
YJZ21
(0.25×0.55+0.2×0.3)×2.7
0.53
YJZ26
0.25×0.6×2.7
0.41
YDZ27
(0.4×0.4+0.25×0.3)×2.7
0.63
YJZ24
(0.3×0.8+0.3×0.2)×2.7
0.81
YJZ25
(0.3×0.8+0.2×0.3)×2.7
0.81
YAZ30
0.2×0.4×2.7
0.22
YJZ8
((0.2×0.650+(0.2×0.5)+(0.2×0.5))×3.78
1.27
地下室C25混凝土外墙
m3
(2×(1.8+0.6+1.1+2.5+1+1+1+2.05+1.7+1.2+3.3+1.2)+0.8+3.75)×2.7×0.3
34.55
地下室顶板C25梁
m3
19.95
XL1
(1+1.62+0.8+1+1.62+0.9+1.62+2.8)×0.2×0.45
0.93
L9
0.2×0.4×3.3
0.26
L10
0.2×0.45×3.5×2
0.93
XL3
0.2×0.45×1.8
0.16
Xl5
0.25×0.5×1.62
0.2
XL6
0.25×0.5×1.62
0.2
L11
0.2×0.45×(8.1+3.60
1.05
XL7
0.2×0.45×1.62
0.15
LL4
0.2×0.4×1.6
0.13
KL2
0.25×0.4×4.8×2
0.96
KL21
0.2×0.5×2.9
0.29
KL3
0.2×0.45×5
0.45
Kl20
0.2×0.5×2.9
0.29
Kl19
0.2×0.4×2×1.8
2.88
Kl11
0.2×0.45×3.6
0.32
LL22
0.2×0.4×1.55×2
0.25
KL22
0.2×0.4×2.65×2
0.42
KL3
0.2×0.45×(4+1.5-0.2)
0.48
KL7
0.2×0.45×3.6
0.32
LL3
0.2×0.4×2×1.05
0.17
KL18
0.2×0.45×4.9×2
0.88
KL6
0.2×0.45×3.7
0.33
LL3
0.2×0.4×2×1.05
0.17
KL16
0.2×0.45×3.3
0.3
KL10
0.2×0.45×3.7
0.33
KL12
0.2×0.45×3.4
0.31
KL17
0.2×0.5×5.35×2
1.07
KL1
0.25×0.4×2.7
0.27
KL5
0.2×0.4×6×1.3
0.62
KL15
0.2×0.55×(28.4-2.6)
2.84
L1
0.2×0.35×3.05
0.21
KL4
0.2×0.4×3.05×2
0.49
L2
0.12×0.3×2×1.2+0.2×0.4×4.1
0.42
KL9
0.2×0.4×4.8
0.38
L6
0.2×0.35×2.4
0.17
KL13
0.2×0.5×2.3
0.23
L8
0.2×0.58×3.15
0.37
L4
0.2×0.35×3.05
0.21
XL2
0.2×0.65×1.95
0.25
L5
0.2×0.45×7.2
0.65
8
地下室C25顶板hunn
m3
435.31×0.3
130.6
9
地下室C25剪力墙钢筋
t
0.85+1.94
Φ12以内:
35.26×0.024
0.85
Φ12以外:
35.26×0.055
1.94
10
地下室C25混凝土外墙钢筋
t
0.83+1.9
Φ12以内:
34.55×0.024
0.83
Φ12以外:
34.55×0.055
1.9
11
地下室顶板C25梁钢筋
t
0.84+1.96
Φ12以内:
19.55×0.043
0.84
Φ12以外:
34.55×0.1
1.96
12
地下室C25顶板钢筋
t
13.06+5.62
Φ12以内:
130.6×0.043
5.62
Φ12以外:
130.6×0.1
13.06
13
地下室C25剪力墙模板
㎡
466.85
AZ2
(0.4×2.7+0.5×2.7+0.2×2.7)×2
5.94
YDZ1
(0.45×2.7+0.4×2.7×2+0.45×2.7)×2
7.02
YAZ28
(0.5×2.7×2+0.2×2.7)×2
6.48
YJZ3
(0.4×2.7+0.8×2.7+0.5×2.7+0.2×2.7)×2
7.94
YJZ25
(0.9+2.2+0.55×2.7+0.55×2.7+0.6×2.7)×2
15.38
YJZ6
(0.5×2.7×2+0.5×2.7×2)×2
8.1
YAZ2
(0.25×2.7×2+0.4×2.7×2)×2
5.67
YJZ7
(0.55×2.7+0.6×2.7+0.27×2.7×2)×2
7.69
AZ1
(0.25×2.7×2+0.7×2.7×2)×2
8.91
AZ4
(0.25×2.7×2+0.4×2.7×2)×2
7.02
YJZ16
(0.2×2.7+0.55×2.7×2+0.8×2.7+0.6×2.7)×2
14.58
YJZ15
0.7×2.7×4×2
15.12
YJZ11
(1×2.7×2+0.5×2.7)×2
13.5
YDZ10
(0.7×2.7×2+0.4×2.7×2)×2
11.88
YJZ14
(0.8×2.7+0.5×2.7)×2
7.02
YAZ35
(0.2×2.7+0.55×2.7)×2
1.85
YDZ13
(1.7×2.7×2+0.4×2.7×2)×2
22.68
YAZ4
(0.2×2.7×2+0.4×2.7×2)×2
6.48
AZ3
(1.5×2.7×2+0.25×2.7×2)×2
18.9
YJZ23
(0.95×2.7×2+0.55×2.7×2)×2
16.2
YAZ29
(0.2×2.7×2+0.45×2.7×2)×2
8.1
YJZ14
(1.1×2.7×2+0.2×2.7×2)×2
14.04
YAZ4
(0.2×2.7×2+0.4×2.7×2)×2
6.48
YDZ10
(0.6×2.7×2+0.7×2.7×2)×2
14.04
YAZ4
(0.2×2.7×2+0.4×2.7×2)×2
6.48
YYZ18
(0.2×2.7×2+2.6×2.7×2)×2
30.24
YJZ22
0.9×2.7×2+0.2×2.7×2
5.94
L22
(0.2×2.7×2+0.8×2.7×2)×(2.85-1.7)
6.21
YDZ19
1×2.7×2+0.25×2.7+0.2×2.7
6.62
YJZ20
1.75×2.7+0.2×2.7+0.3×2.7
6.08
YJZ21
0.25×2.7+0.85×2.7+0.3×2.7
3.78
YJZ26
0.25×2.7×2+0.6×2.7×2
4.59
YDZ27
0.4×2.7+0.3×2.7+0.65×2.7×2
5.4
YJZ24
0.3×2.7+0.2×2.7+1.1×2.7×2
6.89
YJZ25
0.3×2.7×2+1×2.7×2
7.02
YAZ30
0.2×2.7×2+0.4×2.7×2
1.64
YJZ20
0.2×2.7+0.3×2.7+1.75×2.7×2
10.8
YDZ19
0.25×2.7+0.2×2.7+1×2.7×2
6.62
YJZ21
0.25×2.7+0.2×2.7+0.85×2.7×2
5.81
14
地下室C25混凝土外墙模板
㎡
(2×(1.8+0.6+0.6+1.1+2.5+1+1+1+2.05+1.7+1.2+3.3+1.2)+0.8+3.75)×2.7×2
230.4
15
地下室顶板C25梁模板
㎡
134.54
L9
3.3×0.2+3.3×0.1×2
1.32
XL1
(1+1.62+0.8+1+1.62+0.9+1.62+2.8)×0.2+(1+1.62+0.8+1+1.62+0.9+1.62+2.8)×0.15×2
5.55
L10
3.5×0.2×2+3.5×0.15×2×2
5.5
XL3
0.2×1.8+0.15×1.8×2
0.9
XL6
0.25×1.62+0.2×1.62×2
1.05
XL7
0.2×1.62+0.15×1.62×2
0.81
KL2
0.25×4.8×2+0.1×4.8×2×2
4.32
KL3
0.2×5+0.15×5×2
2.5
KL19
0.2×1.8×2+0.1×1.8×2
1.08
LL22
0.2×1.55×2+0.1×1.55×2×2
1.24
KL22
0.2×2.65×2+0.1×2.65×2×2
2.12
KL7
0.2×3.6+0.15×3.6×2
1.8
LL3
0.2×1.05×2+0.1×1.05×2×2
0.84
KL10
0.2×3.7+0.15×3.7×2
1.85
XL5
0.25×1.62+0.2×1.62×2
0.95
L11
0.2×(8.1+3.6)+0.15×(8.1+3.6)×2
12.33
LL4
0.2×1.6+0.1×1.6×2
0.64
KL21
0.2×2.9+0.2×2.9×2
0.94
KL20
0.2×2.9+0.2×2.9×2
1.74
KL11
0.2×3.6+0.15×3.6×2
1.8
KL3
0.2×(4+1.5-0.2)+0.15×(4+1.5-0.2)
1.86
KL18
0.2×4.9×2+0.15×4.9×2×2
4.9
KL6
0.2×3.7+0.15×3.7×2
1.85
KL16
0.2×3.3+0.15×3.3×2
1.65
KL16
0.2×3.3+0.15×3.3×2
1.65
KL12
0.2×3.4+0.15×3.4×2
1.7
KL17
0.2×5.35×2+0.2×5.35×2×2
6.42
KL1
0.25×2.7+0.1×2.7×2
1.22
KL5
0.2×1.3×6+0.1×6×1.3×2
3.12
KL15
0.2×(28.4-2.6)+0.25×(28.
4-2.6)×2
17.86
L1
0.2×3.05+0.05×3.05×2
0.92
KL4
0.2×3.05×2+0.1×3.05×2
1.83
L2
0.12×1.2×2+0.1×2×1.2×2×2+0.2×4.1+0.1×4.1×2
24.08
KL9
0.2×4.8+0.1×4.8×2
1.92
L6
0.2×2.4+0.05×2.4×2
0.72
KL13
0.2×2.3+0.2×2.3×2
1.38
L8
0.2×3.15+0.28×3.15×2
2.39
L4
0.2×3.05+0.05×3.05×2
0.92
XL2
0.2×1.95×2+0.35×1.95×2×2
3.51
XL4
0.2×1.95+0.35×1.95×2
1.76
L5
0.2×7.2+0.15×7.2×2
3.6
16
地下室C25顶板模板
㎡
(32.2×2+18×2)×0.3+435.31-0.2×(7.2+1.95+1.95+3.05+3.15+2.3+2.4+4.8+4.1+3.05+3.05+25.8+161.7)
421.16
17
地下室砌筑工程
M³
0.2×(0.8×2+1.8×2+3.05+2.2×2+1.2×2+2×2+1.2×2+3.2×2+0.8×2+0.8×2+1.2×2+4.2+3.5+2.6×2+1.8×2+2×2+3.05×2+4.25+1.2×2+1.6×2)
29.29
18
地下室楼梯C25混凝土
㎡
按水平投影计算为(3-0.25)×(1.8+2.70+2.075+0.15+0.125×)2=34.65
34.56
19
地下室楼梯模板
㎡
34.56
34.56
20
地下室楼梯钢筋
t
0.12+0.29
Φ12以内:
34.65/10×0.036=0.12
Φ12以外:
34.65/10×0.084=0.29
21
地下室回填土
M³
2200.29-435.31×(2.7+0.8+0.3)
546.11
二
主体工程
22
1~2标准层剪力墙C25混凝土
M³
48.34
AZ2
(0.4×0.2+0.5×0.2)×3.78×2
0.76
YDZ1
(0.45×0.4+0.2×0.3)×3.78×2
1.81
YAZ28
0.5×0.2×3.78×2
0.76
YJZ3
(0.4×0.5+0.4×0.3+0.2×0.3)×3.78×2
2.87
YJZ5
(0.3×0.55+0.25×0.6)×3.78×2
2.38
YJZ6
(0.2×0.5+0.4×0.2)×3.78×2
1.36
YAZ2
0.25×0.4×3.78×2
0.76
YJZ7
(0.25×0.55+0.6×0.25)×3.78×2
2.17
YJZ16
(0.2×0.3+0.25×0.8)×3.78×2
1.97
YJZ15
(0.2×0.5+0.2×0.5)×3.78×2
1.51
YJZ11
(0.2×0.5+0.2×0.8)×3.78×2
1.97
YDZ10
(0.4×0.4+0.2×0.3)×3.78×2
1.66
YJZ14
(0.2×0.8+0.2×0.3)×3.78×2
1.66
YAZ35
0.2×0.55×3.78×2
0.83
YDZ13
(0.3×0.2+0.4×0.4+0.2×0.75+0.25×0.2)×3.78×2
3.18
YAZ2
0.2×0.4×3.78×2
0.6
AZ3
(0.5×0.55+0.75×0.25)×3.78×2
3.5
YJZ23
(0.2×0.55+0.75×0.25)×3.78×2
2.25
YAZ29
0.2×0.45×3.78×2
0.68
YJZ14
(0.2×0.5+0.6×0.2)×3.78×2
0.76
YAZ4
0.2×0.4×3.78×2
0.6
YDZ10
(0.4×0.4+0.2×.03)×3.78×2
1.66
YAZ4
0.2×0.4×3.78×2
0.6
YYZ18
(0.2×2+0.3×0.2×2)×3.78
1.97
YJZ22
(0.2×0.3+0.2×0.2+0.2×0.6)×3.78
0.83
YDZ19
(0.25×0.3+0.4×0.4+0.2×0.3)×3.78
1.11
YJZ20
(0.2×1+0.75×0.3)×3.78
0.43
YJZ21
(0.25×0.55+0.2×0.3)×3.78
0.75
YJZ26
0.25×0.6×3.78
0.57
YDZ27
(0.4×0.4+0.25×0.3)×3.78
0.89
YJZ24
(0.3×0.8+0.3×0.2)×3.78
1.13
YJZ25
(0.3×0.8+0.2×0.3)×3.78
1.13
23
1~2标准层C25混凝土墙
M³
2.38×2+3.86×2+2.23×2+3.33
20.27
1~4轴
(0.6×0.2+0.2×1.1+0.2×0.25+0.2×1+0.2×1.2+0.2×1.2)×3.78
2.38
5~9轴
(0.2×0.65+0.2×1+0.2×1.6+2.05×0.2+0.2×0.8)×3.78
3.86
9~12轴
(1.05+0.9+1)×0.2×3.78
2.23