工
程
量
计
算
书
编制人:
审核人:许茜编制日期:
工程量计算表
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 m 3 (56.24+0.0)×(14.64+0.6) 1929.464 顶部面积 m 3 (56.84+2.05)×(15.24+2.05) 1018.208
总挖方量 m 3
1/3×2.05×
(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
m 3
[(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
m 3
[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 m 3
152.930 地下室门
窗 ㎡ M1020 1×2×31 62
GC0805 0.8×0.5×6 2.4
工程量计算表
序号分部分项工程
名称
部位与规
格
单
位
计算式计算结果GC0905 0.9×0.5×4 1.8
GC1205 1.2×0.5×2 1.2
GC1505 1.5×0.5×5 3.75
GC1805 1.8×0.5×1 0.9
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+12.618-75.95×0.24-2.144 152.930
2 一层填充墙m3110.602
一层门窗㎡
FDM102
1
1×2.1×6 12.6
FM丙
1118
1.1×1.8×3 5.94
FM丙
0618
0.6×1.8×3 3.24
FM乙
1021
1×2.1×3 6.3 LM1842 1.8×2.35 4.23
工程量计算表
序号分部分项工程
名称
部位与
规格
单位计算式计算结果LM242
4
2.4×2.35×5 28.2
M0721 0.7×2.1×11 16.17
M0921 0.8×2.1×17 28.56
M1822 1.8×2.2×3 11.88
C0915 0.9×1.45×6 7.83
C1015 1×1.45 1.45
C1215 1.2×1.45×2 3.48
C1315 1.3×1.45 1.885
C1515 1.5×1.45×11 23.925
C1519 1.5×1.85×3 8.325
C1815 1.8×1.45 2.61
C1819 1.8×1.85×6 19.98
190mm
填充墙
m3(56.24-0.12×2-0.48-0.4×12-3×2-0.5×3-0.48-0.6+5
6.24-0.12×2-0.8-0.48-0.4×12-0.6×2+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+92.395-186.605×0.2-4.171 110.602
3 二层填充墙m3118.386
二层门
窗
㎡
工程量计算表
序号分部分项工程
名称
部位与
规格
单位计算式计算结果FDM10
21
1×2.1×6 12.6
FM丙
0618
0.6×1.8×3 3.24
FM丙
1118
1.1×1.8×3 5.94
LM242
4
2.4×2.35×5 28.2
LM182
4
1.8×
2.35×1 4.23
M0721 0.7×2.1×11 16.17
M0921 0.8×2.1×17 28.56
C0915 0.9×1.45×6 7.83
C1015 1×1.45×1 1.45
C1215 1.2×1.45×2 3.48
C1315 1.3×1.45×1 1.885
C1515 1.5×1.45×11 23.925
C1519 1.5×1.85×3 8.325
C1815 1.8×1.45×1 2.61
C1819 1.8×1.85×6 19.98
C1211 1.2×1.05×3 3.78
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+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+5
6.24-0.12×2-0.8-0.48-0.4×12-0.6×2+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+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
工程量计算表
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+19.9
8+3.78)×0.19
118.386
4 三~五层填充墙m3342.561
三~五
层门窗
㎡
FDM10
21
1×2.1×6×3 37.8
FM丙
0618
0.6×1.8×3×3 9.72
FM丙
1118
1.1×1.8×3×3 17.82
LM182
4
1.8×
2.35×1×3 12.69
LM242
4
2.4×2.35×5×3 84.6
M0721 0.7×2.1×11×3 48.51
M0921 0.8×2.1×17×3 85.68
C0915 0.9×1.5×6×3 23.49
C1015 1×1.45×1×3 4.35
C1215 1.2×1.45×5×3 26.1
C1315 1.3×1.45×1×3 5.655
C1515 1.5×1.45×11×3 71.775
C1519 1.5×1.85×3×3 24.975
C1819 1.8×1.85×6×3 59.94
200mm 填充墙m3( 2.4+2+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)×0.2×2.28×3
277.185 工程量计算表
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+5
6.24-0.12×2-0.8-0.48-0.4×12-0.6×2+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+7.8
3+59.94)×0.19-11.775
342.561
5 六层填充墙m3114.318
六层门
窗
㎡
FDM10
21
1×2.1×6 12.6
FM丙
0618
0.6×1.8×3 3.24
FM丙
1118
1.1×1.8×3 5.94
LM182
4
1.8×
2.35×1 4.23
LM242 2.4×2.35×5 28.2
M0721 0.7×2.1×11 16.17 M0921 0.8×2.1×17 28.56 C1519 1.5×1.85×3 8.325 C0914 0.9×1.35×6 7.29 C1014 1×1.35×1 1.35 C1214 1.2×1.35×2 3.24 C1224 1.2×2.4×3 8.64 C1314 1.3×1.35×1 1.755 C1514 1.5×1.35×11 22.275
工程量计算表
序号分部分项工程
名称
部位与
规格
单位计算式计算结果C1814 1.8×1.35×1 2.43
C1818 1.8×1.75×6 18.9
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+5
6.24-0.12×2-0.8-0.48-0.4×12-0.6×2+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
C1512 1.5×2.1×3 9.45 C2421 2.42.1×6 30.24
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)×0.2-1.223 54.321
工程量计算表
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
KZ1 0.6×0.6×[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)×(16.75-0.05-0.12×6)
20.446
KZ2 0.3×0.8×(16.75+4.6-0.09×7)×6 29.837
KZ3 0.4×0.4×(21.754+4.6-0.09×7)×17 69.969
KZ4 0.3×1.2×(16.75+4.6-0.12×7)×2 14.767
KZ5 0.4×0.4×(16.75+4.6-0.09××7)×6 19.891
KZ6 0.3×0.6×(21.754+4.6-0.12×7)×2 9.185
KZ7 0.6×0.6×(4.6-0.05)×16+(0.6×0.2+0.2×0.4)×
(16.75+0.05-0.3×7)×16
56.76
KZ8 0.3×0.55×(16.75+4.6-0.09×7)×4 13.675
KZ9 [0.6×0.6×(4.6-0.05)+0.4×0.4×(16.75+0.05-0.13×6)]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 KZ11 0.3×1×(21.754+4.6-0.13×7)×1 7.633 KZ12 0.3×1.1×(16.75+4.6-0.3×7)×1 6.353 KZ13 0.3×0.75×(16.75+4.6-0.09×7)×1 4.662 KZ14 0.3×0.4×(21.754-16.75)×2 1.201 合计273.883
工程量计算表
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
LB1 m3[(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
LB2 m3[(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
LB3 m3[1.8×(4.3+0.095)+1.8×2.9]×0.09 1.182
LB4 m3[5×(3.9+0.095)+2.7×4]×2×0.13 8.002
LB5 m3[3.5×(6.6+0.095)+3.6×(7.2+0.095)+3.5×
(6.6+0.095)]×0.13
9.507
LB6 m3[( 2.3×1.75+2.4×1.75+( 1.9+0.095)×
(3.3+0.095)]×0.09
1.350
LB7 m3[(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×(7.8+0.
095)]×0.3
193.891
二层板m372.649 LB1 m3[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+0.095)×(4.2
5+0.095)+(3.3+0.095)×(4.25+0.095)+7.3×8.05+4.5
×7]×0.12
34.259
LB2 m3[(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
序号分部分项工程
名称
部位与
规格
单位计算式计算结果LB3 m3 1.8×(4.3+0.095)×2×0.09 1.424
LB4 m3[5×(3.9+0.095)+2.7×4]×2×0.13 8.002
LB5 m3[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
LB6 m3[3.5×( 6.4+0.095)+1.2×2.95+3.6×7.2+3.5×
(6.6+0.095)]×0.13
9.831
LB7 m3 3.2×(7.2+0.095)×0.12 2.801
三~五
层板
m3231.26
LB1 m3[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
LB2 m3[( 3.3+0.095)×( 3.9+0.095)+2.7×
(4.3+0.095)]×2×3×0.12
18.309 LB3 m3 1.8×(4.3+0.095)×2×3×0.09 4.272
LB4 m3[5×(3.9+0.095)+2.7×4]×2×3×0.13 24.005
LB5 m3[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
LB6 m3[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 LB7 m3 3.2×(7.2+0.095)×3×0.12 2.801
工程量计算表
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
LB1 m3[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
LB2 m3[( 3.3+0.095)×( 3.9+0.095)+2.7×
(4.3+0.095)]×2×0.12
6.103
LB3 m3 1.8×(4.3+0.095)×2×0.09 1.424
LB4 m3[5×(3.9+0.095)+2.7×4]×2×0.13 8.002
LB5 m3[11×(1.8+0.095)×2+10.9×(1.8+0.095)
+2.3×1.75]×0.09
22.704
LB6 m3[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 LB7 m3 3.2×(7.2+0.095)×0.12 2.801
阁楼层
板
m374.011 LB1 m3(3×4.5+3.4×4.5+3×4.5)×0.12 5.076
WB1 m3[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
WB2 m3[(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
序号分部分项工程
名称
部位与
规格
单位计算式计算结果WB3 m3(5×3.9+4×2.7)×2×0.13 7.878
WB4 m3 3.6×6.47×2×0.13 6.056
WB5 m3 3.6×6.3×3×0.12 8.165
屋顶板m324.872
WB1 m3(4×6.3×4+3.3×6.3+4.2×6.3)×0.12 17.766
WB2 m3(3×6.3+3.4×6.3+3×6.3)×0.12 7.106
4 梁m3
一层梁m367.461
KL2 0.4×0.7×(5.4+7.2+4+3.9) 5.74 KL3 0.2×0.4×3.32 0.266 KL5 0.2×0.4×(7.2+5.4+3.9+6+0.9) 1.872 KL6 0.2×0.4×(6+0.9) 0.552 KL7 0.2×0.4×5.7 0.456 KL8 0.2×0.24×3.65 0.175 KL9 0.4×0.7×(7.2+5.4+5.7+1.8) 5.628 KL10 0.2×0.4×3.65 0.292 KL11 0.2×0.8×(5.7+1.8) 1.2 KL12 0.2×0.6×3.65 0.438 KL13 0.4×0.7×(7.2+5.4+5.7+1.8) 5.628 KL14 0.2×0.4×3 0.24 KL15 0.2×0.4×(6.6+1.22) 0.626 KL17 0.2×0.4×6.6 0.528 KL18 0.2×0.4×3.9 0.312
工程量计算表
序号分部分项工程
名称
部位与
规格
单位计算式计算结果KL19 0.2×0.4×2.7 0.216
KL20 0.2×0.4×(5.9+2.9+3.15) 0.956
KL21 0.2×0.4×3.65 0.292
KL22 0.2×0.6×(3.9+0.3) 0.504
KL24 0.2×0.4×(6+1.22) 0.578
KL25 0.2×0.4×(6+1.22+3.9) 0.890
KL26 0.2×0.4×3.3 0.264
KL27 0.2×0.4×(3.3+3.9) 0.576
KL29 0.4×0.7×(3.1+6.69) 2.741
KL30 0.2×1.4×(3.1+3) 1.708
KL31 0.2×1.4×(3+2.7+2.8+3.6+3) 4.228
KL32 0.2×0.4×(3.1+3.4+2.4+3.4)+0.2×1.4×(3.4+2.4) 2.608
KL34 0.2×0.4×3.1 0.248 KL35 0.2×0.4×(3+2.7+2.8+3.6) 0.968 KL36 0.2×0.4×3.1 0.248 KL37 0.2×0.4×(3.6+2.6+3.6+3.1) 1.032 KL38 0.2×0.4×(3.1+3) 0.488 KL39 0.2×0.4×(3.1+3.4+2.4+3.4) 0.984 KL40 0.2×0.4×2.7 0.216 KL41 0.2×0.4×3 0.24 KL42 0.2×0.4×3.7 0.296 KL43 0.2×0.4×(1.3+1.2) 0.2 KL44 0.2×0.4×(2.7+0.6) 0.264 KL45 0.2×0.4×2.7 0.216 KL46 0.2×0.4×(1.3+2.6+2+3+3) 1.176 KL47 0.2×0.4×(1.3+2.6+2+3+3) 0.952 KL48 0.2×0.4×(2+2+2) 0.48 KL49 0.2×0.4×(2.7+4.4+2+2.9+2.7) 1.176
工程量计算表
序号分部分项工程
名称
部位与
规格
单位计算式计算结果L1 0.2×0.3×(1.6+1.6) 0.192
L2 0.2×0.3×(1.55+1.55) 0.186
L3 0.2×0.3×(2.4+2.4+2.4) 0.438
WKL1 0.4×0.7×(5.7+5.4+7.2) 5.124
WKL2 0.4×0.7×(6.7+6.4+7.1+7.29) 7.697
WKL3 0.2×0.4×3 0.24
WKL4 0.2×0.4×2.1 0.1688
XL1 0.2×0.4×0.6 0.048
二层梁m332.441
KL1 0.2×.04×(3.3+3.9) 0.576
KL3 0.2×0.4×3.3 0.264 KL4 0.2×0.4×(1.2+2.1+1.2) 0.360 KL5 0.2×0.4×(6+0.9+3.9+1.2) 0.960 KL6 0.2×0.5×(6+0.9)0.690 KL7 0.2×0.6×(3.9+1.2) 0.612 KL8 0.2×0.4×3.65 0.292 KL9 0.2×0.4×(3.9+1.2) 0.408 KL10 0.2×0.4×3.65 0.292 KL11 0.2×0.8×(5.7+1.15) 1.096 KL12 0.2×0.6×3.65 0.438 KL13 0.2×0.6×(5.7+1.2) 0.828 KL14 0.2×0.4×3.65 0.292 KL15 0.2×0.6×3.9 0.468 KL16 0.2×0.5×(6.6+1.22) 0.782 KL17 0.2×0.4×(6.6+1.22+3.9) 0.938 KL18 0.2×0.4×6.6 0.528 KL19 0.2×0.4×3.9 0.312
工程量计算表
序号分部分项工程
名称
部位与
规格
单位计算式计算结果KL20 0.2×0.4×2.7 0.216
KL21 0.2×0.5×(3+3.85) 0.685
KL22 0.2×0.4×3.65 0.292
KL23 0.2×0.6×(4.5+1.2) 0.684
KL24 0.2×0.4×3.65 0.292
KL25 0.2×0.5×(6+1.22) 0.722
KL26 0.2×0.4×(6+1.22+3.9) 0.890
KL27 0.2×0.4×(1.2+3.9+2.1) 0.576
KL28 0.2×0.4×3.3 0.264
KL30 0.2×0.4×(3.3+2.1) 0.432 KL31 0.2×0.4×(7.1+6.4) 1.080 KL32 0.2×0.4×(3.1+3) 0.488 KL33 0.2×0.4×(3+2.7+2.8+3.6) 0.968 KL34 0.2×0.4×(3.4+6.4) 0.784 KL35 0.2×0.4×(3.4+2.4+3.4) 0.736 KL36 0.2×0.4×3 0.240 KL37 0.2×0.4×(3+2.7+2.8+3.6) 0.968 KL38 0.2×0.4×3.1 0.248 KL39 0.2×0.4×(3.4+2.4+3.4+3.7) 1.032 KL40 0.2×0.4×(3.1+3) 0.488 KL41 0.2×0.4×(3.7+3.4+2.4+3.4) 1.032 KL42 0.2×0.4×2.7 0.216 KL43 0.2×0.4×3 0.240 KL44 0.2×0.4×2.7 0.216 KL45 0.2×0.4×1.2 0.096 KL46 0.2×0.4×(2.7+0.6) 0.264 KL47 0.2×0.4×2.7 0.216 KL48 0.2×0.4×(4.4+2.7) 0.568
工程量计算表
序号分部分项工程
名称
部位与
规格
单位计算式计算结果KL49 0.2×0.4×(2.7+2.9) 0.448
KL50 0.2×0.4×(3+3) 0.480
KL51 0.2×0.4×(2.6+1.3) 0.312
KL52 0.2×0.4×(2.9+2.7) 0.448
KL53 0.2×0.4×(4.4+2.7) 0.568
WKL1 0.2×0.4×3 0.240
WKL2 0.2×0.4×2.1 0.168
WKL3 0.2×0.4×2×3 0.480
L2 0.2×0.3×1.15×2 0.138 L3 0.2×0.4×(3.6+2.8+2.7) 0.728 L4 0.2×0.3×2×3 0.360 L5 0.2×0.4×2×3 0.480 L6 0.2×0.4×0.6 0.048 XL1 0.2×0.4×3.1 0.248
三~五
层梁
m391.965 KL1 0.2×0.4×(3.3+3.9) 0.576 KL2 0.2×0.8×3.9 0.624 KL3 0.2×0.4×3.3 0.264 KL4 0.2×0.4×(2.1+3.9+1.2) 0.576 KL5 0.2×0.5×(6+3.9) 0.990 KL6 0.2×0.5×6 0.600 KL7 0.2×0.6×3.9 0.468 KL8 0.2×0.4×3.65 0.292 KL9 0.2×0.4×(3.9+0.6) 0.360 KL10 0.2×0.4×3.65 0.292 KL11 0.2×0.8×(5.7+1.2) 1.104 KL12 0.2×0.6×3.65 0.438
工程量计算表
序号分部分项工程
名称
部位与
规格
单位计算式计算结果KL13 0.2×0.6×(5.7+1.2) 0.828
KL14 0.2×0.4×3.65 0.292
KL15 0.2×0.6×3.9 0.468
KL16 0.2×0.5×6.6 0.660
KL17 0.2×0.5×(6.6+3.9) 1.050
KL18 0.2×0.4×6.6 0.528
KL20 0.2×0.4×2.7 0.216 KL21 0.2×0.5×(3+3.85) 0.685 KL22 0.2×0.4×3.65 0.292 KL23 0.2×0.6×(4.5+1.2) 0.684 KL24 0.2×0.6×3.9 0.468 KL25 0.2×0.5×6 0.600 KL26 0.2×0.4×(2.1+3.9+1.2)0.576 KL27 0.2×0.4×3.3 0.264 KL28 0.2×0.8×3.9 0.624 KL29 0.2×0.4×3.9 0.312 KL30 0.2×0.4×(10.4+3.1) 1.080 KL31 0.2×0.4×(3+3.1) 0.488 KL32 0.2×0.4×(2.7+2.8+3.6+3) 0.968 KL33 0.2×0.4×(3.1+10.4) 1.080 KL34 0.2×0.4×(3.4+2.4+3.4) 1.472 KL35 0.2×0.4×3 0.240 KL36 0.2×0.4×(3+2.7+2.8+3.6) 0.968 KL37 0.2×0.4×3.1 0.248 KL38 0.2×0.4×(3.4+2.4+3.4+3.7) 1.032 KL39 0.2×0.4×(3.1+3) 0.488 KL40 0.2×0.4×(3.7+3.4+2.4+3.4) 1.032 KL41 0.2×0.4×2.7 0.216
工程量计算表
序号分部分项工程
名称
部位与
规格
单位计算式计算结果KL42 0.2×0.4×3 0.240
KL43 0.2×0.4×2.7 0.216
KL44 0.2×0.4×3.1 0.248
KL45 0.2×0.4×(2.7+0.6) 0.264
KL48 0.2×0.4×(2.7+2.9) 0.448 KL49 0.2×0.4×3 0.240 KL50 0.2×0.4×2.6 0.208 KL51 0.2×0.4×(2.9+2.7) 0.448 KL52 0.2×0.4×2.5 0.200 WKL1 0.2×0.4×3 0.240 WKL2 0.2×0.4×2.1 0.168 L1 0.2×0.3×1.2×2 0.144 L2 0.2×0.3×1.15×2 0.138 L3 0.2×0.4×(2.7+2.8+3.6) 0.728 L4 0.2×0.3×2×3 0.360 L5 0.2×0.4×2×3 0.480 L6 0.2×0.4×0.6 0.048 XL1 0.2×0.4×3.1 0.248
六层梁m334.536 KL1 0.2×0.4×(3.3+3.9)×2 1.152 KL2 0.2×0.8×3.9 0.624 KL3 0.2×0.4×3.3 0.264 KL4 0.2×0.4×(2.1+3.9+1.2) 0.576 KL5 0.2×0.5×(6+3.9)×3 2.970 KL6 0.2×0.5×6×2 1.200 KL7 0.2×0.6×3.9×2 0.936
工程量计算表
序号分部分项工程
名称
部位与
规格
单位计算式计算结果KL8 0.2×0.4×3.65×2 0.584
KL9 0.2×0.4×(4.5+1.2) 0.456
KL10 0.2×0.4×3.65 0.292