工程量计算书模板
WORD格式
工
程
量
计
算
书
编制人：
审核人：许茜
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)(1×4.64+0.6)1929.464
顶部面积m3（56.84+2.05）×（15.24+2.05）1018.208
总挖方量m31/3×2.05×1929.464
（866.242+1018.208+866.2421018.208）
（56.24+4）×（12.24+4）97.830
2平整场地10
m3
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+1.6154.458
)-(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×
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）773.523
+3.7×1.8-2.70×.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
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
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
240mmm3（56-6-0.482×-0.4×13-0.5+14.4-1.5-0.482-0.4×-0.392.609
填充墙+1.22+11-0.32×-0.42×+6.6-0.48-0.4-0.3）
×0.24×1.4+
（0.3+7.5-0.3+18.1-0.63×+38.8-4×0.6-0.3+7.2-0.3-
0.12）×0.24×4.3
190mmm3（56-6-0.482×-0.4×13-0.5+14.4-1.5-1.8-2.7-0.1-0.46.725
填充墙-0.48+6.6-0.48-0.4-0.3）×0.19×0.63
200mmm3（3.9-1-0.32+3.3-0.32+2.3-1-0.15+5.086+3.67×661.35
填充墙+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
100mmm3（2.55+3.68+4.259+×2.78+3.78+1.6+1.5+2.3+2.8+12.618
填充墙2.48+4）×0.1×1.92
合计92.609+6.725+61.35+12.618-75.950.24-×2.144152.930
2一层填充墙m3110.602
一层门窗㎡
FDM1021×2.1×612.6
1
FM丙1.1×1.8×35.94
1118
FM丙0.6×1.8×33.24
0618
FM乙1×2.1×36.3
1021
LM18421.8×2.354.23
序号分部分项工程
名称
部位与
规格
单位计算式计算结果
LM2422.4×2.35×528.2
4
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
190mmm3（56.24-0.122×-0.48-0.412×-3×2-0.5×3-0.48-0.6+550.476
填充墙6.24-0.122×-0.8-0.48-0.412-×0.6×2+14.64×2-0.12×
4-0.483×-0.42×-0.33×）×0.19×2.28
200mmm3（2.42+6.026×+2.92+4+5.523×+9.6+4.3+3.672×+292.395
填充墙.8+2.62+3.02+1.6+3.67+3.423+2.×9+11.24+9.4+4.
3×3+0.8+4.9+8.12+5.17+6.5+4.323+4.×3+3.3+4.3
×3）×0.2×2.28
100mmm3[2.7-0.1+1.9-0.1+2.3-0.1+1.8-0.1+2.6-0.2+1.75-0.29.223
填充墙+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
合计9.223+50.476+92.395-186.6050.2-×4.171110.602
3二层填充墙m3118.386
㎡
二层门
窗
序号分部分项工程
名称
部位与
规格
单位计算式计算结果
FDM101×2.1×612.6
21
FM丙0.6×1.8×33.24
0618
FM丙1.1×1.8×35.94
1118
LM2422.4×2.35×528.2
4
LM1821.8×2.35×14.23
4
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
200mmm3（2042+6.02×6+2.92×4×5.52×3+9.6+4.3+3.672×+92.395
填充墙2.8+2.62+3.02+1.6+3.67+3.423+2.×9+11.24+9.4+4
.3×3+0.8+4.9+8.12+5.17+6.5+4.323+4.×3+3.3+4.3
×3）×0.2×2.28
190mmm3（56.24-0.122×-0.48-0.412×-3×2-0.5×3-0.48-0.6+550.476
填充墙6.24-0.122×-0.8-0.48-0.412-×0.6×2+14.64×2-0.12×
4-0.483×-0.42×-0.33×）×0.19×2.28
100mmm3[2.7-0.1+1.9-0.1+2.3-0.1+1.8-0.1+2.6-0.2+1.75-0.29.223
填充墙+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
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+92.395-118.386
（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
4三~五层填充墙m3342.561
三~五
㎡
层门窗
FDM101×2.1×6×337.8
21
FM丙0.6×1.8×3×39.72
0618
FM丙1.1×1.8×3×317.82
1118
LM1821.8×2.35×1×312.69
4
LM2422.4×2.35×5×384.6
4
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
200mmm3（2.4+2+6.026×+2.92+4+5.523×+9.6+4.3+3.672×277.185
填充墙+2.8+2.62+3.02+1.6+3.67+3.423+2.×9+11.24+9.4+
4.3×3+0.8+4.9+8.12+
5.17+
6.5+4.323+4.×3+3.3+4.
3×3）×0.2×2.28×3
序号分部分项工程
名称
部位与
规格
单位计算式计算结果
190mmm3（56.24-0.122×-0.48-0.412×-3×2-0.5×3-0.48-0.6+5151.428
填充墙6.24-0.122×-0.8-0.48-0.412-×0.6×2+14.64×2-0.12×
4-0.483×-0.42×-0.33×）×0.19×2.28×3
100mmm3[2.7-0.1+1.9-0.1+2.3-0.1+1.8-0.1+2.6-0.2+1.75-0.227.669
填充墙+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
合计277.185+151.428+27.669-342.561
（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
5六层填充墙m3114.318
㎡
六层门
窗
FDM101×2.1×612.6
21
FM丙0.6×1.8×33.24
0618
FM丙1.1×1.8×35.94
1118
LM1821.8×2.35×14.23
4
LM2422.4×2.35×528.2
4
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
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
200mmm3（2.42+6.026×+2.92+4+5.523×+9.6+4.3+3.672×+292.395
填充墙.8+2.62+3.02+1.6+3.67+3.423+2.×9+11.24+9.4+4.
3×3+0.8+4.9+8.12+5.17+6.5+4.323+4.×3+3.3+4.3
×3)×0.2×2.28
190mmm3（56.24-0.122×-0.48-0.412×-3×2-0.5×3-0.48-0.6+550.476
填充墙6.24-0.122×-0.8-0.48-0.412-×0.6×2+14.64×2-0.12×
4-0.483×-0.42×-0.33×）×0.19×2.28
100mmm3[2.7-0.1+1.9-0.1+1.8-0.1+2.6-0.2+1.75-0.2+1.8-0.29.223
填充墙+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]0.12.2×8
合计92.395+50.476+9.223-114.318
（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
6阁楼层填充墙m354.321
㎡
阁楼层
门窗
C15121.5×2.1×39.45
C24212.42.16×30.24
200mmm3｛[（1.8+2.7+1.8-0.28-0.4-0.1）×2+63.482
填充墙
（11-0.1-0.4-0.6-0.1）×2+（4.5-0.1-0.1）×2]×2+
（10.9-0.3-0.42×+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
合计63.482-（9.45+30.24）×0.2-1.22354.321
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[2.61×.72+（3.5+2.6+5+3.3+3）773.523
×(2.7+1.8+2.7+3.9)+3.71.8-2×.70×.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
2柱m3273.883
KZ10.6×0.6×[4.6+0.05)5+×(0.6×0.2+0.40×.2)×(2.8+4.620.446
)×6+(0.60×.2+0.40×.2)×(16.75-0.05-0.126)×
KZ20.3×0.8×(16.75+4.6-0.097)×629.837
KZ30.4×0.4×(21.754+4.6-0.097)×1769.969
KZ40.3×1.2×(16.75+4.6-0.127）××214.767
KZ50.4×0.4×(16.75+4.6-0.09×7×)×619.891
KZ60.3×0.6×(21.754+4.6-0.127）××29.185
KZ70.6×0.6×(4.6-0.05)16×+(0.6×0.2+0.20×.4）×56.76
（16.75+0.05-0.3×7）×16
KZ80.3×0.55×(16.75+4.6-0.097)×413.675
KZ9[0.60×.6×(4.6-0.05)+0.40.4××(16.75+0.05-0.136)]×8.402
×2
KZ10[0.50×.5×(4.6-0.05)+(0.50.2+×0.20×.3）×11.102
（16.75+0.05-0.13×6）]×3
KZ110.3×1×(21.754+4.6-0.137)×17.633
KZ120.3×1.1×(16.75+4.6-0.37)××16.353
KZ130.3×0.75×(16.75+4.6-0.097)×14.662
KZ140.3×0.4×(21.754-16.75)2×1.201
合计273.883
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）38.401
+3.6×6+3.6×（4.5+3.9）
+3.3×(4.5+7..2)+7.64.5×+7.36×.3+3.71×.75+3.64×.
25+3.3×4.25+11×4.5]×0.12
LB2m3[（3.9+0.095）（3.3+0.095）+（4.5+0.095）×10.246
（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
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）+3.5×9.507
（6.6+0.095）]×0.13
LB6m3[（2.3×1.75+2.41×.75+（1.9+0.095）×1.350
（3.3+0.095）]×0.09
LB7m3[（3.6+0.095）×（6.9+0.095）+14.5×（6.6+0.095）193.891
+7.3×6+7.8×11+(12.3+0.095)7.8×9+37.49(×7.8+0.
095)]×0.3
二层板m372.649
LB1m3[1.81×.4+11×4.5+（3.3+0.095）×（4.25+0.095）34.259
+3.6×5+3.6×(4.5+3.9)+4.510×.9+(3.6+0.095)(4.×2
5+0.095)+(3.3+0.095)(4.2×5+0.095)+7.38.0×5+4.5
×7]×0.12
LB2m3[（3.3+0.095）×（3.9+0.095）+（4.3+0.095）×2.7+10.288
（4.5+0.095）×（3.7+0.095）]×2×0.12
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）6.044
+0.65×1.2+1.752×.3+11×（1.8+0.095）]×0.09
LB6m3[3.5×（6.4+0.095）+1.2×2.95+3.67×.2+3.5×9.831
（6.6+0.095）]×0.13
LB7m33.2×（7.2+0.095）×0.122.801
三~五m3231.26
层板
LB1m3[11×4.5+（3.3+0.095）×（4.25+0.095）+3.6×6+127.122
（1.9+0.095）×（3.3+0.095）
+3.6×8.4+4.51×0.9+3.6(×4.25+0.095)+3.3(4.×25+0
.095)+7.38×.05+4.57×]×3×0.12
LB2m3[（3.3+0.095）×（3.9+0.095）+2.7×18.309
（4.3+0.095）]×2×3×0.12
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+0.651×.2+10.9×19.248
（1.8+0.095）+11×（1.8+0.095）]×3×0.09
LB6m3[3.5×（6.6+0.095）+1.2×2.95+3.6（×7.2+0.095）29.900
+3.5×（6.6+0.095）]×3×0.13
LB7m33.2×（7.2+0.095）×3×0.122.801
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[4.51×1+（3.3+0.095）×（4.25+0.095）+3.6×6+3.6×34.345
（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
LB2m3[（3.3+0.095）×（3.9+0.095）+2.7×6.103
（4.3+0.095）]×2×0.12
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）22.704
+2.3×1.75]0×.09
LB6m3[3.5×（6.6+0.095）+3.6×（7.2+0.095）+3.5×10.05
（6.6+0.095）+1.2×2.95]×0.13
LB7m33.2×（7.2+0.095）×0.122.801
阁楼层
m374.011
板
LB1m3（3×4.5+3.44×.5+3×4.5）×0.125.076
WB1m3[4×4.5×2+（1.8+0.095）30.950
×11+2.6×5.1+3.74×.2+1.92×.8+3.21×3.5+7.64×.5+
4.2×4.5+3.34×.5+4.54×+11×1.8+4.54×]×0.12
WB2m3[（3.3+0.095）×（3.9+0.095）+4.5×（4.3+0.095）11.998
+3.7×4.5]2××0.12
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+4.26×.3）×0.1217.766
WB2m3（3×6.3+3.46×.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
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)+0.21.4×(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
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
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
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m391.965
层梁
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
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
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)2×1.152
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)3×2.970
KL60.2×0.5×6×21.200
KL70.2×0.6×3.9×20.936
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)2×1.472
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