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工程量计算书模板
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
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
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
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
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
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
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
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+92.395-118.386
(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
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
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