工程量计算书模板
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2023年2月16日发(作者：装饰合同)工
程
量
计
算
书
编制人：
**人：**
编制日期：
工程量计算表
共29页第1页
序号
分部分项工程
名称
部位与规
格
单
位
计算式计算结果
一土石方工程
1人工挖土方底部面积m³(56.24+0.0)×(14.64+0.6)1929.464
顶部面积m³（56.84+2.05）×（15.24+2.05）1018.208
总挖方量m³1/3×2.05×
（866.242+1018.208+
1018.208242.866
）
1929.464
2平整场地10m
³
（56.24+4）×（12.24+4）97.830
二基础工程
1基础垫层m³[(2.6+1.6)×1.72+(3.5+2.6+5+3.3+0.8)×(3.9
+2.7+1.6)-(2.7-0.8)×0.6+(3.7+1.6)×1.8+(3
.3+3+1.9+3.2+2.6+3.6+3.6+2.7+3.3+3.5+2.6+5
+3.3+0.8)×(2.7+1.8+2.7+3.9+1.6)-(5.1-1.6+
15.1+8.3)×1.5+(1.8+1.5+6)×(3.6+3.6+3.3+3
.4+4.2+3.7+3.6+4+3+4+3.7+0.6+1.6)+(3.3+3.4
+4.2+3.7+3.6+4+3+4+3.7+0.6)×7.8+7.29×(1.
8+2.7+1.8+6+7.8+1.6)]×0.1
154.458
2筏板基础m³[2.6×1.72+（3.5+2.6+5+3.3+3）×
（2.7+1.8+2.7+3.9）+3.7×1.8-2.7×0.6+
（1.9+3.2+2.6+3.6+3.6+2.7+3.3+3.5+2.6+5+3.
3）×（2.7+1.8+2.7+3.9-1.5）+2.6×1.72×2+
（3.3+3.6+3.6+3.4+4.2+3.7+3.6+4+3+4+3.7+0.
6）×（6+1.5+1.8）+
（3.4+4.2+3.7+3.6+4+3+4+3.7+0.6）×7.8+
（1.8+2.7+1.8+6+7.8）×7.29]×0.6
773.523
三砌筑工程
1地下室填充墙m³152.930
地下室门
窗
㎡
M10201×2×3162
GC06050.65×0.5×123.9
GC08050.8×0.5×62.4
工程量计算表
共29页第2页
序号
分部分项工程
名称
部位与规
格
单
位
计算式计算结果
GC09050.9×0.5×41.8
GC12051.2×0.5×21.2
GC15051.5×0.5×53.75
GC18051.8×0.5×10.9
240mm填
充墙
m³（56-6-0.48×2-0.4×13-0.5+14.4-1.5-0.48×
2-0.4-0.3+1.22+11-0.3×2-0.4×2+6.6-0.48-0
.4-0.3）×0.24×1.4+
（0.3+7.5-0.3+18.1-0.6×3+38.8-4×0.6-0.3+
7.2-0.3-0.12）×0.24×4.3
92.609
190mm填
充墙
m³（56-6-0.48×2-0.4×13-0.5+14.4-1.5-1.8-2.
7-0.1-0.4-0.48+6.6-0.48-0.4-0.3）
×0.19×0.63
6.725
200mm填
充墙
m³（3.9-1-0.32+3.3-0.32+2.3-1-0.15+5.08×6+3
.67×6+3.9-0.12-1-0.2+2.7-0.05-1）
×0.2×1.92+
（3.67+10.5-1-0.1+2.1-1-0.2+32.5-0.2-0.12）
×3.97×0.2
61.35
100mm填
充墙
m³（2.55+3.68+4.25×9+2.78+3.78+1.6+1.5+2.3+
2.8+2.48+4）×0.1×1.92
12.618
合计92.609+6.725+61.35+12.618-75.95×0.24-2.14
4
152.930
2一层填充墙m³110.602
一层门窗㎡
FDM10211×2.1×612.6
FM丙
1118
1.1×1.8×35.94
FM丙
0618
0.6×1.8×33.24
FM乙
1021
1×2.1×36.3
LM18421.8×2.354.23
工程量计算表
共29页第3页
序号
分部分项工程
名称
部位与
规格
单位计算式计算结果
LM24242.4×2.35×528.2
M07210.7×2.1×1116.17
M09210.8×2.1×1728.56
M18221.8×2.2×311.88
C09150.9×1.45×67.83
C10151×1.451.45
C12151.2×1.45×23.48
C13151.3×1.451.885
C15151.5×1.45×1123.925
C15191.5×1.85×38.325
C18151.8×1.452.61
C18191.8×1.85×619.98
190mm
填充墙
m³（56.24-0.12×2-0.48-0.4×12-3×2-0.5×3-0
.48-0.6+56.24-0.12×2-0.8-0.48-0.4×12-0.6
×2+14.64×2-0.12×4-0.48×3-0.4×2-0.3×3
）×0.19×2.28
50.476
200mm
填充墙
m³（2.42+6.02×6+2.92+4+5.52×3+9.6+4.3+3.67
×2+2.8+2.62+3.02+1.6+3.67+3.42×3+2.9+11.
24+9.4+4.3×3+0.8+4.9+8.12+5.17+6.5+4.32×
3+4.3+3.3+4.3×3）×0.2×2.28
92.395
100mm
填充墙
m³[2.7-0.1+1.9-0.1+2.3-0.1+1.8-0.1+2.6-0.2+1
.75-0.2+1.8-0.2+2.4-0.1+2.6-0.2+（1.75-0.2）
×2+（1.8-0.1）
×2+4.9-0.2+2.6-0.2+2.7-0.1+1.9-0.1+2.3-0.
1+1.8-0.1）]×0.1×2.28
9.223
合计9.223+50.476+92.395-186.605×0.2-4.171110.602
3二层填充墙m³118.386
二层门
窗
㎡
工程量计算表
共29页第4页
序号
分部分项工程
名称
部位与
规格
单位计算式计算结果
FDM102
1
1×2.1×612.6
FM丙
0618
0.6×1.8×33.24
FM丙
1118
1.1×1.8×35.94
LM24242.4×2.35×528.2
LM18241.8×2.35×14.23
M07210.7×2.1×1116.17
M09210.8×2.1×1728.56
C09150.9×1.45×67.83
C10151×1.45×11.45
C12151.2×1.45×23.48
C13151.3×1.45×11.885
C15151.5×1.45×1123.925
C15191.5×1.85×38.325
C18151.8×1.45×12.61
C18191.8×1.85×619.98
C12111.2×1.05×33.78
200mm
填充墙
m³（2042+6.02×6+2.92×4×5.52×3+9.6+4.3+3.
67×2+2.8+2.62+3.02+1.6+3.67+3.42×3+2.9+1
1.24+9.4+4.3×3+0.8+4.9+8.12+5.17+6.5+4.32
×3+4.3+3.3+4.3×3）×0.2×2.28
92.395
190mm
填充墙
m³（56.24-0.12×2-0.48-0.4×12-3×2-0.5×3-0
.48-0.6+56.24-0.12×2-0.8-0.48-0.4×12-0.6
×2+14.64×2-0.12×4-0.48×3-0.4×2-0.3×3
）×0.19×2.28
50.476
100mmm³[2.7-0.1+1.9-0.1+2.3-0.1+1.8-0.1+2.6-0.2+19.223
填充墙.75-0.2+1.8-0.2+2.4-0.1+2.6-0.2+（1.75-0.2）
×2+（1.8-0.1）
×2+4.9-0.2+2.6-0.2+2.7-0.1+1.9-0.1+2.3-0.
1+1.8-0.1]×0.1×2.28
工程量计算表
共29页第5页
序号
分部分项工程
名称
部位与
规格
单位计算式计算结果
合计9.223+50.476+92.395-
（12.6+3.24+5.94+28.2+4.23+16.17+28.56）
×0.2-
（7.83+1.45+3.48+1.885+23.925+8.325+2.61+1
9.98+3.78）×0.19
118.386
4三~五层填充墙m³342.561
三~五
层门窗
㎡
FDM102
1
1×2.1×6×337.8
FM丙
0618
0.6×1.8×3×39.72
FM丙
1118
1.1×1.8×3×317.82
LM18241.8×2.35×1×312.69
LM24242.4×2.35×5×384.6
M07210.7×2.1×11×348.51
M09210.8×2.1×17×385.68
C09150.9×1.5×6×323.49
C10151×1.45×1×34.35
C12151.2×1.45×5×326.1
C13151.3×1.45×1×35.655
C15151.5×1.45×11×371.775
C15191.5×1.85×3×324.975
C18151.8×1.45×1×37.83
C18191.8×1.85×6×359.94
200mm
填充墙
m³（2.4+2+6.02×6+2.92+4+5.52×3+9.6+4.3+3.6
7×2+2.8+2.62+3.02+1.6+3.67+3.42×3+2.9+11
.24+9.4+4.3×3+0.8+4.9+8.12+5.17+6.5+4.32
277.185
×3+4.3+3.3+4.3×3）×0.2×2.28×3
工程量计算表
共29页第6页
序号
分部分项工程
名称
部位与
规格
单位计算式计算结果
190mm
填充墙
m³（56.24-0.12×2-0.48-0.4×12-3×2-0.5×3-0
.48-0.6+56.24-0.12×2-0.8-0.48-0.4×12-0.6
×2+14.64×2-0.12×4-0.48×3-0.4×2-0.3×3
）×0.19×2.28×3
151.428
100mm
填充墙
m³[2.7-0.1+1.9-0.1+2.3-0.1+1.8-0.1+2.6-0.2+1
.75-0.2+1.8-0.2=2.4-0.1+2.6-0.2+
（1.75-0.2)×2+(1.8-0.1)×2+4.9-0.2+2.6-0.
2+2.7-0.1+1.9-0.1+2.3-0.1+1.8-0.1]×0.1×2
.28×3
27.669
合计277.185+151.428+27.669-
（37.8+9.72+17.82+12.69+84.6+48.51+85.68）
×0.2-(23.49+4.35+26.1+5.655+71.775+24.975
+7.83+59.94)×0.19-11.775
342.561
5六层填充墙m³114.318
六层门
窗
㎡
FDM102
1
1×2.1×612.6
FM丙
0618
0.6×1.8×33.24
FM丙
1118
1.1×1.8×35.94
LM18241.8×2.35×14.23
LM24242.4×2.35×528.2
M07210.7×2.1×1116.17
M09210.8×2.1×1728.56
C15191.5×1.85×38.325
C09140.9×1.35×67.29
C10141×1.35×11.35
C12141.2×1.35×23.24
C12241.2×2.4×38.64
C13141.3×1.35×11.755
C15141.5×1.35×1122.275
工程量计算表
共29页第7页
序号
分部分项工程
名称
部位与
规格
单位计算式计算结果
C18141.8×1.35×12.43
C18181.8×1.75×618.9
200mm
填充墙
m³（2.42+6.02×6+2.92+4+5.52×3+9.6+4.3+3.67
×2+2.8+2.62+3.02+1.6+3.67+3.42×3+2.9+11.
24+9.4+4.3×3+0.8+4.9+8.12+5.17+6.5+4.32×
3+4.3+3.3+4.3×3)×0.2×2.28
92.395
190mm
填充墙
m³（56.24-0.12×2-0.48-0.4×12-3×2-0.5×3-0
.48-0.6+56.24-0.12×2-0.8-0.48-0.4×12-0.6
×2+14.64×2-0.12×4-0.48×3-0.4×2-0.3×3
）×0.19×2.28
50.476
100mm
填充墙
m³[2.7-0.1+1.9-0.1+1.8-0.1+2.6-0.2+1.75-0.2+
1.8-0.2+2.4-0.1+2.6-0.2+（1.75-0.2）×2+
（1.8-0.1）
×2+4.9-0.2+2.6-0.2+2.6-0.2+2.7-0.1+1.9-0.
1+2.3-0.1+1.8-0.1]0.1×2.28
9.223
合计92.395+50.476+9.223-
（12.6+3.24+5.94+4.23+28.2+16.17+28.56）
×0.2-
（8.325+7.29+1.35+3.24+8.64+1.775+22.275+2
.43+18.9）×0.19-3.885
114.318
6阁楼层填充墙m³54.321
阁楼层
门窗
㎡
C15121.5×2.1×39.45
C24212.42.1×630.24
200mm
填充墙
m³｛[（1.8+2.7+1.8-0.28-0.4-0.1）×2+
（11-0.1-0.4-0.6-0.1）×2+（4.5-0.1-0.1）
×2]×2+
（10.9-0.3-0.4×2+10.9-0.2×2-0.4×2+4.32+
（4.42-0.1-0.8）×2+4.42-0.3-0.1｝×2.8×0.2
63.482
合计63.482-（9.45+30.24）×0.2-1.22354.321
工程量计算表
共29页第8页
序号
分部分项工程
名称
部位与
规格
单位计算式计算结果
四混凝土工程
1筏板基础m³[2.6×1.72+（3.5+2.6+5+3.3+3）
×(2.7+1.8+2.7+3.9)+3.7×1.8-2.7×0.6+
（1.9+3.2+2.6+3.6+3.6+2.7+3.3+3.5+2.6+5+3.
3）×（2.7+1.8+2.7+3.9-1.5）+2.6×1.72×2+
（3.6+3.6+3.3+3.4+4.2+3.7+3.6+4+3+4+3.7+0.
6）
×(6+1.5+1.8)+(3.4+4.2+3.7+3.6+4+3+4+3.7+0
.6)×7.8+(1.8+2.7+1.8+6+7.8)×7.29]×0.6
773.523
2柱m³273.883
KZ10.6×0.6×[4.6+0.05)×5+(0.6×0.2+0.4×0.2
)×(2.8+4.6)×6+(0.6×0.2+0.4×0.2)×(16.7
5-0.05-0.12×6)
20.446
KZ20.3×0.8×(16.75+4.6-0.09×7)×629.837
KZ30.4×0.4×(21.754+4.6-0.09×7)×1769.969
KZ40.3×1.2×(16.75+4.6-0.12×7）×214.767
KZ50.4×0.4×(16.75+4.6-0.09××7)×619.891
KZ60.3×0.6×(21.754+4.6-0.12×7）×29.185
KZ70.6×0.6×(4.6-0.05)×16+(0.6×0.2+0.2×0.
4）×（16.75+0.05-0.3×7）×16
56.76
KZ80.3×0.55×(16.75+4.6-0.09×7)×413.675
KZ9[0.6×0.6×(4.6-0.05)+0.4×0.4×(16.75+0.0
5-0.13×6)]×2
8.402
KZ10[0.5×0.5×(4.6-0.05)+(0.5×0.2+0.2×0.3）
×（16.75+0.05-0.13×6）]×3
11.102
KZ110.3×1×(21.754+4.6-0.13×7)×17.633
KZ120.3×1.1×(16.75+4.6-0.3×7)×16.353
KZ130.3×0.75×(16.75+4.6-0.09×7)×14.662
KZ140.3×0.4×(21.754-16.75)×21.201
合计273.883
工程量计算表
共29页第9页
序号
分部分项工程
名称
部位与
规格
单位计算式计算结果
3板m³750.717
一层板m³262.579
LB1m³[（11+0.2）×（4.5+0.1）+（3.3+0.095）×
（3.6+0.095）+3.6×6+3.6×（4.5+3.9）
+3.3×(4.5+7..2)+7.6×4.5+7.3×6.3+3.7×1.
75+3.6×4.25+3.3×4.25+11×4.5]×0.12
38.401
LB2m³[（3.9+0.095）（3.3+0.095）+（4.5+0.095）×
（3.7+0.19）+2.7×（4.3+0.095）+（3.9+0.095）
×（3.3+0.095）+4.5×3.7+2.7×
（4.3+0.095）]×0.12
10.246
LB3m³[1.8×（4.3+0.095）+1.8×2.9]×0.091.182
LB4m³[5×（3.9+0.095）+2.7×4]×2×0.138.002
LB5m³[3.5×（6.6+0.095）+3.6×（7.2+0.095）+3.5×
（6.6+0.095）]×0.13
9.507
LB6m³[（2.3×1.75+2.4×1.75+（1.9+0.095）×
（3.3+0.095）]×0.09
1.350
LB7m³[（3.6+0.095）×（6.9+0.095）+14.5×
（6.6+0.095）
+7.3×6+7.8×11+(12.3+0.095)×7.89+37.49×
193.891
(7.8+0.095)]×0.3
二层板m³72.649
LB1m³[1.8×1.4+11×4.5+（3.3+0.095）×
（4.25+0.095）
+3.6×5+3.6×(4.5+3.9)+4.5×10.9+(3.6+0.09
5)×(4.25+0.095)+(3.3+0.095)×(4.25+0.095)
+7.3×8.05+4.5×7]×0.12
34.259
LB2m³[（3.3+0.095）×（3.9+0.095）+（4.3+0.095）
×2.7+（4.5+0.095）×（3.7+0.095）]×2×0.12
10.288
工程量计算表
共29页第10页
序号
分部分项工程
名称
部位与
规格
单位计算式计算结果
LB3m³1.8×（4.3+0.095）×2×0.091.424
LB4m³[5×（3.9+0.095）+2.7×4]×2×0.138.002
LB5m³[11×（1.8+0.095）+10.9×（1.8+0.095）
+0.65×1.2+1.75×2.3+11×
（1.8+0.095）]×0.09
6.044
LB6m³[3.5×（6.4+0.095）+1.2×2.95+3.6×7.2+3.5×
（6.6+0.095）]×0.13
9.831
LB7m³3.2×（7.2+0.095）×0.122.801
三~五
层板
m³231.26
LB1m³[11×4.5+（3.3+0.095）×（4.25+0.095）+3.6×6+
（1.9+0.095）×（3.3+0.095）
+3.6×8.4+4.5×10.9+3.6×(4.25+0.095)+3.3
×(4.25+0.095)+7.3×8.05+4.5×7]×3×0.12
127.122
LB2m³[（3.3+0.095）×（3.9+0.095）+2.7×
（4.3+0.095）]×2×3×0.12
18.309
LB3m³1.8×（4.3+0.095）×2×3×0.094.272
LB4m³[5×（3.9+0.095）+2.7×4]×2×3×0.1324.005
LB5m³[11×（1.8+0.095）
+2.3×3.55+0.65×1.2+10.9×（1.8+0.095）
+11×（1.8+0.095）]×3×0.09
19.248
LB6m³[3.5×（6.6+0.095）+1.2×2.95+3.6×
（7.2+0.095）+3.5×（6.6+0.095）]×3×0.13
29.900
LB7m³3.2×（7.2+0.095）×3×0.122.801
工程量计算表
共29页第11页
序号
分部分项工程
名称
部位与
规格
单位计算式计算结果
六层板m³85.346
LB1m³[4.5×11+（3.3+0.095）×（4.25+0.095）
+3.6×6+3.6×（4.5+3.9）+4.5×10.9+
（3.6+0.095）×（4.25+0.095）+（3.3+0.095）
×（4.25+0.095）+7.3×8.05+7×4.5]×0.12
34.345
LB2m³[（3.3+0.095）×（3.9+0.095）+2.7×
（4.3+0.095）]×2×0.12
6.103
LB3m³1.8×（4.3+0.095）×2×0.091.424
LB4m³[5×（3.9+0.095）+2.7×4]×2×0.138.002
LB5m³[11×（1.8+0.095）×2+10.9×（1.8+0.095）
+2.3×1.75]×0.09
22.704
LB6m³[3.5×（6.6+0.095）+3.6×（7.2+0.095）+3.5×
（6.6+0.095）+1.2×2.95]×0.13
10.05
LB7m³3.2×（7.2+0.095）×0.122.801
阁楼层
板
m³74.011
LB1m³（3×4.5+3.4×4.5+3×4.5）×0.125.076
WB1m³[4×4.5×2+（1.8+0.095）
×11+2.6×5.1+3.7×4.2+1.9×2.8+3.2×13.5+
7.6×4.5+4.2×4.5+3.3×4.5+4.5×4+11×1.8+
4.5×4]×0.12
30.950
WB2m³[（3.3+0.095）×（3.9+0.095）+4.5×（4.3+0.095）
+3.7×4.5]×2×0.12
11.998
工程量计算表
共29页第12页
序号
分部分项工程
名称
部位与
规格
单位计算式计算结果
WB3m³（5×3.9+4×2.7）×2×0.137.878
WB4m³3.6×6.47×2×0.136.056
WB5m³3.6×6.3×3×0.128.165
屋顶板m³24.872
WB1m³（4×6.3×4+3.3×6.3+4.2×6.3）×0.1217.766
WB2m³（3×6.3+3.4×6.3+3×6.3）×0.127.106
4梁m³
一层梁m³67.461
KL10.2×1.4×（3.32+2.4+1.7）2.078
KL20.4×0.7×(5.4+7.2+4+3.9)5.74
KL30.2×0.4×3.320.266
KL50.2×0.4×(7.2+5.4+3.9+6+0.9)1.872
KL60.2×0.4×(6+0.9)0.552
KL70.2×0.4×5.70.456
KL80.2×0.24×3.650.175
KL90.4×0.7×(7.2+5.4+5.7+1.8)5.628
KL100.2×0.4×3.650.292
KL110.2×0.8×(5.7+1.8)1.2
KL120.2×0.6×3.650.438
KL130.4×0.7×(7.2+5.4+5.7+1.8)5.628
KL140.2×0.4×30.24
KL150.2×0.4×(6.6+1.22)0.626
KL170.2×0.4×6.60.528
KL180.2×0.4×3.90.312
工程量计算表
共29页第13页
序号
分部分项工程
名称
部位与
规格
单位计算式计算结果
KL190.2×0.4×2.70.216
KL200.2×0.4×(5.9+2.9+3.15)0.956
KL210.2×0.4×3.650.292
KL220.2×0.6×(3.9+0.3)0.504
KL240.2×0.4×(6+1.22)0.578
KL250.2×0.4×(6+1.22+3.9)0.890
KL260.2×0.4×3.30.264
KL270.2×0.4×(3.3+3.9)0.576
KL290.4×0.7×(3.1+6.69)2.741
KL300.2×1.4×(3.1+3)1.708
KL310.2×1.4×(3+2.7+2.8+3.6+3)4.228
KL320.2×0.4×(3.1+3.4+2.4+3.4)+0.2×1.4×(3.4
+2.4)
2.608
KL330.2×1.4×(3+3.4+2.1+3.9+1.2)3.808
KL340.2×0.4×3.10.248
KL350.2×0.4×(3+2.7+2.8+3.6)0.968
KL360.2×0.4×3.10.248
KL370.2×0.4×(3.6+2.6+3.6+3.1)1.032
KL380.2×0.4×(3.1+3)0.488
KL390.2×0.4×(3.1+3.4+2.4+3.4)0.984
KL400.2×0.4×2.70.216
KL410.2×0.4×30.24
KL420.2×0.4×3.70.296
KL430.2×0.4×(1.3+1.2)0.2
KL440.2×0.4×(2.7+0.6)0.264
KL450.2×0.4×2.70.216
KL460.2×0.4×(1.3+2.6+2+3+3)1.176
KL470.2×0.4×(1.3+2.6+2+3+3)0.952
KL480.2×0.4×(2+2+2)0.48
KL490.2×0.4×(2.7+4.4+2+2.9+2.7)1.176
工程量计算表
共29页第14页
序号
分部分项工程
名称
部位与
规格
单位计算式计算结果
L10.2×0.3×(1.6+1.6)0.192
L20.2×0.3×(1.55+1.55)0.186
L30.2×0.3×(2.4+2.4+2.4)0.438
WKL10.4×0.7×(5.7+5.4+7.2)5.124
WKL20.4×0.7×(6.7+6.4+7.1+7.29)7.697
WKL30.2×0.4×30.24
WKL40.2×0.4×2.10.1688
XL10.2×0.4×0.60.048
二层梁m³32.441
KL10.2×.04×(3.3+3.9)0.576
KL20.2×0.8×3.90.624
KL30.2×0.4×3.30.264
KL40.2×0.4×(1.2+2.1+1.2)0.360
KL50.2×0.4×(6+0.9+3.9+1.2)0.960
KL60.2×0.5×（6+0.9）0.690
KL70.2×0.6×(3.9+1.2)0.612
KL80.2×0.4×3.650.292
KL90.2×0.4×(3.9+1.2)0.408
KL100.2×0.4×3.650.292
KL110.2×0.8×(5.7+1.15)1.096
KL120.2×0.6×3.650.438
KL130.2×0.6×(5.7+1.2)0.828
KL140.2×0.4×3.650.292
KL150.2×0.6×3.90.468
KL160.2×0.5×(6.6+1.22)0.782
KL170.2×0.4×(6.6+1.22+3.9)0.938
KL180.2×0.4×6.60.528
KL190.2×0.4×3.90.312
工程量计算表
共29页第15页
序号
分部分项工程
名称
部位与
规格
单位计算式计算结果
KL200.2×0.4×2.70.216
KL210.2×0.5×(3+3.85)0.685
KL220.2×0.4×3.650.292
KL230.2×0.6×(4.5+1.2)0.684
KL240.2×0.4×3.650.292
KL250.2×0.5×(6+1.22)0.722
KL260.2×0.4×(6+1.22+3.9)0.890
KL270.2×0.4×(1.2+3.9+2.1)0.576
KL280.2×0.4×3.30.264
KL290.2×0.8×3.90.624
KL300.2×0.4×(3.3+2.1)0.432
KL310.2×0.4×(7.1+6.4)1.080
KL320.2×0.4×(3.1+3)0.488
KL330.2×0.4×(3+2.7+2.8+3.6)0.968
KL340.2×0.4×(3.4+6.4)0.784
KL350.2×0.4×(3.4+2.4+3.4)0.736
KL360.2×0.4×30.240
KL370.2×0.4×(3+2.7+2.8+3.6)0.968
KL380.2×0.4×3.10.248
KL390.2×0.4×(3.4+2.4+3.4+3.7)1.032
KL400.2×0.4×(3.1+3)0.488
KL410.2×0.4×(3.7+3.4+2.4+3.4)1.032
KL420.2×0.4×2.70.216
KL430.2×0.4×30.240
KL440.2×0.4×2.70.216
KL450.2×0.4×1.20.096
KL460.2×0.4×(2.7+0.6)0.264
KL470.2×0.4×2.70.216
KL480.2×0.4×(4.4+2.7)0.568
工程量计算表
共29页第16页
序号
分部分项工程
名称
部位与
规格
单位计算式计算结果
KL490.2×0.4×(2.7+2.9)0.448
KL500.2×0.4×(3+3)0.480
KL510.2×0.4×(2.6+1.3)0.312
KL520.2×0.4×（2.9+2.7)0.448
KL530.2×0.4×(4.4+2.7)0.568
WKL10.2×0.4×30.240
WKL20.2×0.4×2.10.168
WKL30.2×0.4×2×30.480
L10.2×0.3×1.2×20.144
L20.2×0.3×1.15×20.138
L30.2×0.4×(3.6+2.8+2.7)0.728
L40.2×0.3×2×30.360
L50.2×0.4×2×30.480
L60.2×0.4×0.60.048
XL10.2×0.4×3.10.248
三~五
层梁
m³91.965
KL10.2×0.4×(3.3+3.9)0.576
KL20.2×0.8×3.90.624
KL30.2×0.4×3.30.264
KL40.2×0.4×(2.1+3.9+1.2)0.576
KL50.2×0.5×(6+3.9)0.990
KL60.2×0.5×60.600
KL70.2×0.6×3.90.468
KL80.2×0.4×3.650.292
KL90.2×0.4×(3.9+0.6)0.360
KL100.2×0.4×3.650.292
KL110.2×0.8×(5.7+1.2)1.104
KL120.2×0.6×3.650.438
工程量计算表
共29页第17页
序号
分部分项工程
名称
部位与
规格
单位计算式计算结果
KL130.2×0.6×(5.7+1.2)0.828
KL140.2×0.4×3.650.292
KL150.2×0.6×3.90.468
KL160.2×0.5×6.60.660
KL170.2×0.5×(6.6+3.9)1.050
KL180.2×0.4×6.60.528
KL190.2×0.4×3.90.312
KL200.2×0.4×2.70.216
KL210.2×0.5×(3+3.85)0.685
KL220.2×0.4×3.650.292
KL230.2×0.6×(4.5+1.2)0.684
KL240.2×0.6×3.90.468
KL250.2×0.5×60.600
KL260.2×0.4×(2.1+3.9+1.2）0.576
KL270.2×0.4×3.30.264
KL280.2×0.8×3.90.624
KL290.2×0.4×3.90.312
KL300.2×0.4×(10.4+3.1)1.080
KL310.2×0.4×(3+3.1)0.488
KL320.2×0.4×(2.7+2.8+3.6+3)0.968
KL330.2×0.4×(3.1+10.4)1.080
KL340.2×0.4×(3.4+2.4+3.4)1.472
KL350.2×0.4×30.240
KL360.2×0.4×(3+2.7+2.8+3.6)0.968
KL370.2×0.4×3.10.248
KL380.2×0.4×(3.4+2.4+3.4+3.7)1.032
KL390.2×0.4×(3.1+3)0.488
KL400.2×0.4×(3.7+3.4+2.4+3.4)1.032
KL410.2×0.4×2.70.216
工程量计算表
共29页第18页
序号
分部分项工程
名称
部位与
规格
单位计算式计算结果
KL420.2×0.4×30.240
KL430.2×0.4×2.70.216
KL440.2×0.4×3.10.248
KL450.2×0.4×(2.7+0.6)0.264
KL460.2×0.4×2.70.216
KL470.2×0.4×(4.4+2.7)0.568
KL480.2×0.4×(2.7+2.9)0.448
KL490.2×0.4×30.240
KL500.2×0.4×2.60.208
KL510.2×0.4×(2.9+2.7)0.448
KL520.2×0.4×2.50.200
WKL10.2×0.4×30.240
WKL20.2×0.4×2.10.168
L10.2×0.3×1.2×20.144
L20.2×0.3×1.15×20.138
L30.2×0.4×(2.7+2.8+3.6)0.728
L40.2×0.3×2×30.360
L50.2×0.4×2×30.480
L60.2×0.4×0.60.048
XL10.2×0.4×3.10.248
六层梁m³34.536
KL10.2×0.4×(3.3+3.9)×21.152
KL20.2×0.8×3.90.624
KL30.2×0.4×3.30.264
KL40.2×0.4×(2.1+3.9+1.2)0.576
KL50.2×0.5×(6+3.9)×32.970
KL60.2×0.5×6×21.200
KL70.2×0.6×3.9×20.936
工程量计算表
共29页第19页
序号
分部分项工程
名称
部位与
规格
单位计算式计算结果
KL80.2×0.4×3.65×20.584
KL90.2×0.4×(4.5+1.2)0.456
KL100.2×0.4×3.650.292
KL110.2×0.8×(5.7+1.15)1.096
KL120.2×0.6×3.650.438
KL130.2×0.6×(5.7+1.2)0.828
KL140.2×0.6×3.90.468
KL150.2×0.5×6.60.660
KL160.2×0.5×6.60.660
KL170.2×0.4×6.60.528
KL180.2×0.4×3.90.312
KL190.2×0.4×2.70.216
KL200.2×0.5×(4.5+1.2)0.570
KL210.2×0.4×3.650.292
KL220.2×0.6×(4.5+1.2)0.684
KL230.2×0.4×(1.2+3.9+2.1)0.576
KL240.2×0.4×3.30.264
KL250.2×0.8×3.90.624
KL260.2×0.4×(10.4+3.1)1.080
KL270.2×0.4×(3.1+3)0.488
KL280.2×0.4×(3+2.7+2.8+3.6)0.968
KL290.2×0.4×(3.1+10.4)1.080
KL300.2×0.4×(3.4+2.4+3.4)×21.472
KL310.2×0.4×30.240
KL320.2×0.4×(3+2.7+2.8+3.6)0.968
KL330.2×0.4×(3.4+2.4+3.4+3.7)1.032
KL340.2×0.4×(3+3.1)0.488
KL350.2×0.4×(3.4+2.4+3.4+3.7)1.032
KL360.2×0.4×2.70.216
KL370.2×0.4×30.240
KL380.2×0.4×2.70.216
工程量计算表
共29页第20页
序号
分部分项工程
名称
部位与
规格
单位计算式计算结果
KL390.2×0.4×3.10.248
KL400.2×0.4×(2.7+0.6)0.264
KL410.2×0.4×2.70.216
KL420.2×0.4×(4.4+2.7)0.568
KL430.2×0.4×(2.7+2.9)0.448
KL440.2×0.4×(3+3)0.480
KL450.2×0.4×(1.3+2.6)0.312
KL460.4×0.6×（2.9+2.7）0.448
KL470.2×0.4×(2.7+4.4)0.448
WKL10.2×0.4×30.240
WKL20.2×0.4×3.10.248
L10.2×0.3×1.6×20.192
L20.2×0.3×1.55×20.186
L30.2×0.4×(3.6+2.8+2.7)0.728
L40.2×0.3×2.4×30.432
L50.2×0.4×2.4×30.576
L60.2×0.4×10.08
XL10.2×0.4×3.50.280
XL20.2×0.4×3.50.280
阁楼层
梁
m³30.394
KL10.2×0.4×(2.1+3.9+1.2)30.394
KL20.2×0.5×(6+3.9)0.990
KL30.2×0.6×3.9×20.936
KL40.2×0.4×(3.9+0.6)0.360
KL50.2×0.6×3.90.468
KL70.2×0.5×(6.6+3.9)1.050
KL80.2×0.4×3.90.312
KL90.2×0.6×(3.9+0.6)0.540
KL100.2×0.5×60.600
工程量计算表
共29页第21页
序号
分部分项工程
名称
部位与
规格
单位计算式计算结果
KL110.2×0.5×(6+3.9)0.990
KL120.2×0.4×(2.1+3.9+1.2)0.576
KL130.2×0.4×(3+3.1)0.488
KL140.2×0.4×(3+2.7+2.8+3.6)0.968
KL150.2×0.4×(3.4+2.4+3.4)×21.472
KL160.2×0.4×(3.4+2.4+3.4+3.7)1.032
KL170.2×0.4×（3.7+3.4+2.4+3.4）1.032
WKL10.2×0.4×(3.7+3.9)0.608
WKL20.2×0.8×3.9×21.248
WKL30.2×0.4×3.3×20.528
WKL40.2×0.5×60.600
WKL50.2×0.4×3.65×30.876
WKL60.2×0.4×3.650.292
WKL70.2×0.8×5.60.896
WKL80.2×0.6×3.650.438
WKL90.2×0.4×6.60.528
WKL100.2×0.4×2.70.216
WKL110.2×0.5×(3+3.3)0.630
WKL120.2×0.4×3.650.292
WKL130.2×0.4×(3.3+3.9)0.576
WKL140.2×0.4×(10.4+3.1)1.080
WKL150.2×0.4×(10.4+3.1)1.080
WKL160.2×0.4×30.240
WKL170.2×0.4×(3+3.1)0.488
WKL180.2×0.4×30.240
WKL190.2×0.4×2.70.216
WKL200.2×0.4×30.240
WKL210.2×0.4×2.70.216
WKL220.2×0.4×2.10.168
WKL230.2×0.4×2.10.168
WKL240.2×0.4×(2.7+0.6)0.264
工程量计算表
共29页第22页
序号
分部分项工程
名称
部位与
规格
单位计算式计算结果
WKL250.2×0.4×2.70.216
WKL260.2×0.4×(4.4+2.7)0.568
WKL270.2×0.4×(2.7+2.9)0.448
WKL280.2×0.4×(3+3)0.480
WKL290.2×0.4×(1.3+2.6)0.270
WKL300.2×0.4×(2.9+2.7)0.448
WKL310.2×0.4×(2.7+4.4)0.568
KZL10.2×0.6×5.70.684
KZL20.2×0.4×(3+2.7+2.8+3.6)0.968
L10.2×0.3×1.55×20.186
L20.2×0.4×(2.7+2.8+3.6)0.728
L30.2×0.4×2.4×30.576
L40.2×0.4×(1+1.6)0.208
XL10.2×0.4×3.50.280
XL20.2×0.4×3.50.280
屋顶层
梁
m³12.432
WKL10.2×0.4×3.9×41.248
WKL20.2×0.6×(3.9+1.2)×21.224
WKL30.2×0.6×(3.9+1.2)×21.224
WKL40.2×0.4×3.90.312
WKL50.2×0.6×(3.9+1.2)0.612
WKL60.2×0.6×(3.9+1.2)0.612
WKL70.2×0.4×3.90.312
WKL80.2×0.4×(2.7+2.8+3.6)0.728
WKL90.2×0.4×(2.4+3.4+3.4)×21.472
WKL100.2×0.4×（2.7+2.8+3.6）0.728
WKL110.2×0.4×(3.4+2.4+3.4)0.736
WKL120.2×0.4×(3.4+2.4+3.4)0.736
L10.2×0.4×(3.1+3.2+4)0.824
工程量计算表
共29页第23页
序号
分部分项工程
名称
部位与
规格
单位计算式计算结果
L20.2×0.4×(2.8+3.8+3.8)×21.664
5过梁m³27.123
车库过
梁
m³0.12×0.2×（1+0.48）
×31+0.12×0.2×(0.65+0.48)×12+0.12×0.2
×(0.8+0.48)×6+0.12×0.2×(0.9+0.48)×4+0
.12×0.2×(1.2+0.48)×2+0.12×0.2×(1.5+0.
48)×5+0.18×0.2×（1.8+0.48）
2.144
一层过
梁
m³0.12×0.2×[（1+0.48）×6+（0.6+0.48）×3+
（1.1+0.48）×3+（1+0.48）×3+（0.7+0.48）
×11+（0.8+0.48）×17+（0.9×0.48）×6+
（1+0.48）
+(1.2+0.48)×2+(1.3+0.48)+(1.5+0.48)×11+
（1.5+0.48）×3]+0.18×0.2×（1.8+0.48）
+0.3×0.2×（2.4+0.6）×5+0.18×0.2×
（1.8+0.48）×3+0.18×0.2×（1.8+0.48）×7
4.171
二~五
层过梁
m³[4.171-0.18×0.2×（1.8+0.48）×3]×415.7
六层过
梁
m³3.925-0.12×0.2×（1.2+0.48）3.885
阁楼层m³0.12×0.2×（1.5+0.48）×3+0.3×0.2×
（2.4+0.6）×6
1.223
6雨棚㎡（0.55+0.05）×（1.5+0.05+0.05）×4×6+
（1.2+0.05+0.05）×0.6×2×6+
（1.8+0.05+0.05）×0.59×1×6+（2.6+0.05）
×0.59×6×6
95.412
7台阶㎡1.8×0.3×31.62
8窗台m³（2.35×0.15×1.85+2.2×0.05×0.11+2.1×0.
05×0.06+1.45×
（0.15×1.85+1.3×0.05×0.1+1.2×0.05×0.0
6+1.6×0.15×1.85+1.45×0.05×0.11+1.35×0
.05×0.06+3.2×0.15×1.85+3.05×0.05×0.11
+2.95×0.05×0.0
59.154
工程量计算表
共29页第24页
序号
分部分项工
程名称
部位与规
格
单位计算式计算结果
6）×4×3+
（2.35×0.15×1.85+2.2×0.05×0.11+2.1×0.
05×0.06+1.45×0.15×1.85+1.3×0.05×0.1+1
.2×0.05×0.06）×20+
（2.35×0.15×1.85+2.2×0.05×0.11+2.1×0.
05×0.06）×12
五钢筋工程t
1筏板基础Φ12以内773.523×0.024181.448
Φ12以外773.523×0.05643.317
2柱KZ1
Φ12以内20.446×0.051.033
Φ12以外20.446×0.1162.372
KZ2
Φ12以内29.837×0.051.492
Φ12以外29.837×0.1163.461
KZ3
Φ12以内69.969×0.0382.659
Φ12以外69.969×0.0886.157
KZ4
Φ12以内14.767×0.0520.768
Φ12以外14.767×0.1221.802
KZ5
Φ12以内19.891×0.0380.765
Φ12以外19.891×0.0881.750
工程量计算表
共29页第25页
序号
分部分项工
程名称
部位与规
格
单位计算式计算结果
KZ6
Φ12以内9.185×0.050.459
Φ12以外9.185×0.1161.065
KZ7
Φ12以内56.76×0.052.838
Φ12以外56.76×0.1166.584
KZ8
Φ12以内13.675×0.050.684
Φ12以外13.675×0.1161.586
KZ9
Φ12以内8.402×0.050.420
Φ12以外8.402×0.1160.975
KZ10
Φ12以内11.102×0.050.555
Φ12以外11.102×0.1161.288
KZ11
Φ12以内7.633×0.0520.397
Φ12以外7.633×0.1220.931
KZ12
Φ12以内6.353×0.0520.330
Φ12以外6.353×0.1220.775
KZ13
Φ12以内4.662×0.050.233
Φ12以外4.662×0.1160.541
工程量计算表
共29页第26页
序号
分部分项工
程名称
部位与规
格
单位计算式计算结果
KZ14
Φ12以内1.201×0.0380.046
Φ12以外1.201×0.0880.106
3梁t
框架梁
Φ12以内269.229×0.04311.577
Φ12以外269.229×0.10026.923
过梁
Φ12以内27.123×0.0320.868
Φ12以外27.123×0.0740.064
4板t
Φ12以内750.717×0.04332.281
Φ12以外750.717×0.10020.79
5雨篷t
Φ12以外9.5412×0.0460.439
6楼
梯
t
Φ12以内26.0064×0.0360.936
Φ12以外26.0064×0.0842.185
六模板工程
1筏板基础㎡773.523×0.52402.232
2柱㎡
KZ120.446×8163.568
工程量计算表
共29页第27页
序号
分部分项工程
名称
部位与
规格
单位计算式计算结果
KZ229.837×8238.696
KZ369.969×13.33932.687
KZ414.767×5.5682.105
KZ519.891×13.33265.147
KZ69.185×873.48
KZ756.76×8454.08
KZ813.675×8109.4
KZ98.402×867.216
KZ1011.102×888.816
KZ117.633×5.5642.439
KZ126.353×5.5635.323
KZ134.662×837.296
KZ141.201×13.3316.009
3梁㎡
框架梁269.229×8.682336.908
过梁27.123×12325.476
4板㎡750.717×8.076058.286
七屋面工程
1平屋面㎡（6.1×5.5+0.7×3.2+2.6×4.5+4.8×3.9+4.6
×5.5+3.5×4.1+2.3×2.2）
×2+2.9×2.15+5×2.15+15.6×3.75+2.6×2.1+
3.5×3.4+3.6×5.2
332.305
2坡屋面㎡13.2×8.43×2+13.1×8.43332.985
八楼地面工程
1垫层m³[（14.64-0.48-1.5）×
（4+3+4+3.7+4.5×4+6.6×2+3.9+6.6×2+4.25
×3+3.9+3.3+10.5+22.6）-（1.8+2.7+0.12）×0.6
117.081
工程量计算表
共29页第28页
序号
分部分项工程
名称
部位与
规格
单位计算式计算结果
-1.8×（11+0.12）+（9.4-7）×（8.1-0.12）+3×
（8.1-0,12）+（35.3-0.12）×（6.6-0.12）+
（49.01-0.12）×（7.8-0.12）+（30.94-0.12）
×7.8]×0.1
2找平层㎡4946.845
车库1170.81-0.2×(3.9+3.3+4.5×4+6.6×2+3.9+6.
6×2+4.25×3+6.6×2+3.9+3.3+10.5+22.6)-0.1
×(3.9×3+3.3+2.3×2+4.5×4+4.25×6+3.9+2.
7+6.8_7.2+2.35+4.5×3+7）
1135.255
一~六
层
[（3.1×3.7+4.15×2.5+3.5×4.35+1.7×1.25+
0.6×2.95+1.05×0.8+3.8×10+2.95×0.6+2.8
×5.9+3.3×4.4+1.55×2.1+3.8×6+3.4×3.1+3
.4×4.4+1.1×1.7）
2963.49
×2+3×1.4+6.7×3.7+9.7×4.3+10.5×1.6+2.1
5×3.4+1.55×6.1+0.6×4.8+6×4+3.4×4.05+1
.1×1.7+4.3×3.5]×6
阁楼层(6.1×5.5+0.7×3.2+2.6×4.5+4.8×3.9+4.6×
5.5+3.5×4.1+2.3×2.2+10.4×5.9)×2+2.9×2
.15+5×2.15+15.6×3.75+2.6×2.1+3.5×3.4+3
.6×5.2+10.3×5.9
515.795
屋面层(6.1×5.5+0.7×3.2+2.6×4.5+4.8×3.9+4.6×
5.5+3.5×4.1+2.3×2.2)×2+2.9×2.15+5×2.1
5+15.6×3.75+2.6×2.1+3.5×3.4+3.6×5.2
332.305
3面层㎡
整体面层4946.845
厨卫地砖面层（1.75×2.5×10+1.7×3.1）×6+
（2.95×2×2+3.3×2×2+3.4×2）×6
484.92
楼梯整体面层2.6×6.6×6×3308.88
4踢脚线m
①整体面层踢脚
线
m
工程量计算表
共29页第29页
序号
分部分项工程
名称
部位与
规格
单位计算式计算结果
车库56.12-0.24-2.6×2-2.7×3-8×0.2-9×0.1+14.
64-0.24-1.5-4×0.1+0.6+3.5+11.2-4×0.2-3×
0.1+9.3+18.1+41.84+3.9+3.3+4.7×2+2.6+3.8
×2+2.9×4+2.3×3+7.2×2+4.5×14+11×2+4.9
+4.8+3.5×3+10.5+3.3+41.84+34.55×2+4.25×
16+7.2-0.4+6.8-0.5+2.4×2+3.9×3+2.5×2+2.
6×2+3.1×2+2.5×2
544.66
一~六
层踢脚
线
（3.3+3.3+3.6+3.3+3.3-0.5+2.7+2.7+4.5-0.3+
56-15×0.2+2.7+1.2+2.7+4.5-3×0.2+3.1+3.7
×2+4.1×2+2.5×2+5.2+5+3.4×4+4.9×2+1.95
+4.05×2+3.1+3+6.5+4.5+4.3×7+6.9+6.5+1.9+
2093.7
1.3+4.9×2+3.4+4.05×4+3.4+6.1×4+2.5+2.4+
4.3×2+4.9×2+4.3×6+2.5×2+4.1×3+2.5+2.3
）×6
阁楼层
踢脚线
（2.8×2+4.3×2）×2+3.2×2+4.3×243.4
②块材踢脚线m[（3.55+1.04+0.33）
×2+0.1×4+0.32+0.38]×3+[（1.25+1.82+0.33）
×2+0.1×4+2.4+0.32+0.38]×3×5
187.32
5散水㎡（56.24-2.6-3-2.6-2.7-2.6+14.64+56.24+0.9
×2+1.8+1.2+0.6+0.6+14.64）
×0.9+4×0.9×0.9
124.074
6楼梯扶手m（2.34+1.04+0.26×6+1.82×6+1.1）×350.88
九墙柱面工程
1内墙抹灰㎡
车库61.35÷0.2×2+12.618÷0.1×2+67.25÷0.19+9
9.148+286.724-（124+13.95）
1467.729
一层50.476÷0.19+92.395÷0.2×2+9.223÷0.1×2-
234.24-69.485
1070.348
二层92.395÷0.2×2+50.476÷0.19+9.223÷0.1×2-
197.88-73.265
1102.928
三~五
层
277.185÷0.2×2+151.428÷0.19+27.669÷0.1
×2-593.64-224.115
3304.464
工程量计算表
共页第30页
序号
分部分项工程
名称
部位与
规格
单位计算式计算结果
六层92.395÷0.2×2+50.476÷0.19+9.223÷0.1×2-
198.2-74.205
1101.668
阁楼层[（3.8+2.8+3.8+4.3×6+3.8+2.8+3.8)×2.8-(0
.24×0.21+0.15×0.21+0.24×0.21)]×2+
（3.1+3.2+4）×2+4.3×6-
（0.24+0.21+0.15×0.21+0.24×0.21）
-9.45-30.24
267.273
2外墙抹灰㎡（56.24-2.6-3-2.6-2.7-2.6+14.64+56.24+0.9
×2+1.8+1.2+0.6+0.6+14.64）×16.8-
（73.265+69.485+672.345+74.205+39.69）
1326.578
3SBS防水卷材㎡117.081+
（56-6-0.48×2-0.4×13-0.5+14.4-1.5-0.48×
2-0.7+1.22+11-0.3×2-0.4×2+6.6-0.48-0.4-0
.3）×1.4+
（0.3+7.5-0.3+18.1-0.6×3+38.8-4×0.6-0.3+
7.2-0.3-0.12）×4.3+332.305
835.258
十天棚工程㎡4943.159
车库1135.255
一~六
层
[（3.1×3.7+1.7×2.5+1.7×1+2.9×3.7+4.1×
2.5+3.8×7+2.7×1.6+1.2×1.6+3.5×4.3+2.8
×4.3+3.8×1.6+6.8×1.6+3.3×6.4+3.1×4.05
+1.55×2+2.2×3.35+3.8×4.3+3.4×6.3）
×2+1.7×3.1+3×7+3.5×3.7+3.4×4.3+3.1×4
.3+3.2×4.3+3.4×4.05+3.4×7+2.95×1.2+4.3
×4+3.5×3.35+3.5×4.3）]×6
3362.43
阁楼层（3.8×4.3+2.8×4.3+3.8×4.3+10.8×1.6）
×2+（3.1×4.3+3.2×4.3+4×4.3+10.7×1.6）
185.41
楼梯地
面
（2.6-0.2）×（6.6-0.5-0.08）×6×3260.064