主体与装饰工程量计算表格文档格式.docx
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619.92
清单量
40.8*15+4.4*1.8+2*(40.8*2+15*2+2*1.8)+16
866.32
实际量
2
挖基础土方
J-1:
(1.9+0.2)*(1.9+0.2)*(2.6+0.1-0.15)*21
m3
236.156
J-2:
(2.7+0.2)*(2.7+0.2)*(2.6+0.1-0.15)*8
171.564
J-3:
(2.5+0.2)*(2.5+0.2)*(2.6+0.1-0.15)*2
37.179
J-4:
(2.5+0.2)*(2.5+0.2)*(2.6+0.1-0.15)*10
185.895
J-5:
(5.2+0.2)*(3.1+0.2)*(2.6+0.1-0.15)*1
45.441
J-6:
(1.2+0.2)*(1.2+0.2)*(2.6+0.1-0.15)*2
9.996
总计:
236.156+171.564+37.179+185.895+45.441+9.996
686.231
3-E以下:
{[2.7*18.6*0.1+(2.7+2.7+2*2*2.45*0.33)*2.45/2]*
18.6+(2.45*2.45*0.33/2)*2.7}*3+[(12+2*2.45*0.33)/2]*2.45*
(1.55-2.45*0.33)
505.06
(其中留300mm人工挖)
3-E以上:
25.3*17.8*0.1+[(17.8+17.8+2*2.45*0.33)/2]*2.45*
(24.5+0.4)+(2.45*2.45*0.33)*17.8/2
1197.87
505.06+1197.87
1702.93
人工挖:
{[2.7*18.6*0.1+(2.7+2.7+2*0.2*0.33)*0.33/2]*18.6+
(0.2*0.2*0.33/2)*2.7}*3+[(12+2*0.2*0.33)/2]*0.2*(1.55-0.2
*0.33)+25.3*17.8*0.1+[(17.8+17.8+2*0.2*0.33)/2]*0.2*
(24.5+0.4)+(0.2*0.2*0.33)*17.8/2
467.14
3
土方回填
1702.93-26.911-42.335-22.593-7.626-7.954
1595.511
4
空心砖墙、砌块墙
[(15+40.8)*2-0.4*16-0.5*8-0.2*6]*0.2*0.02+(8.2+5.4)*0.2*0.02+12*0.2*0.02+12.6*0.2*0.4+2.5*0.2*0.02+25*0.2*0.02+40.2*0.2*0.02+13.6*0.2*0.02+3.6*0.2*0.02
1.85
±
0.000以下
工程量计算表第2页
数量
5
外墙:
64.9*0.2*(3.58-0.4)+7.1*0.2*(3.58-0.5)+12.5*0.2*(3.58
-0.5)+6.9*0.2*(3.58-0.35)+5.4*0.2*(3.58-0.75)-1.5*2.1*2*0.2-1.5*1.5*8*0.2-2.1*3*0.2*10-0.096-0.384-0.936=42
内墙:
2.6*(3.58-0.75)*0.2+5.9*(3.58-0.45)*0.2+12*(3.58-0.4)*
0.2+12.6*0.2*(3.58-0.4)+12.5*0.2*(3.58-0.5)+12.6*0.2*(3.58-0.4)+(15-1.2-0.54)*0.2*(3.58-0.5)*2+7.6*(3.58-0.65)*0.2+5.9*(3.58-0.45)*0.2+(15-1.2-0.54)*0.2*(3.58-0.65)+4*2*0.2*(3.58-0.5)=73.71
115.71
0.00—3.580层
墙厚200
6
5.6*4*0.2*(2.98-0.5)+14.6*0.2*(2.98-0.4)+34.9*0.2*
(2.98-0.4)+9.6*0.2*(2.98-0.4)+5*0.2*(2.98-0.35)-(4*1.5*1.7+2*0.6*1.7+2*0.8*2.1+2*1.8*2.6+1.2*2.1+2.1*2.6+2.1*1.7+2*1.5*2.1+2*1.5*1.1+6*3.14*0.0375*0.0375+2*3.14*0.05*0.05)*0.2-0.192-0.1872-0.1104-0.0468-0.0396=34.43
21.3*0.2*(2.98-0.4)+23.8*0.2*(2.98-0.45)-6*0.9*2.1*
0.2-2*2.1*0.2-2*0.8*2.1-0.1512-0.054-0.026=16.34
50.77
3.6层—
6.58层
7
34.9*0.2*(2.98-0.4)+9.6*0.2*(2.98-0.4)+5*0.2*(2.98-
0.35)-(4*1.5*1.7+2*0.6*1.7+2*0.8*2.1+2*1.8*2.6+1.2*2.1+
2.1*2.6+2.1*1.7+2*1.5*2.1+2*1.5*1.1+6*3.14*0.0375*0.0375+2*3.14*0.05*0.05)*0.2-0.192-0.1872-0.1104-0.0468-0.0396
=15.79
32.13
6.6层—
9.58层
工程量计算表第3页
8
9.6层—12.58层
9
21.85*0.2*2.6*2+1.4*0.2*2.55+1.5*0.2*2.55-
(4*1.5*1.7
+2*2.1*2.6+2*1.8*2.6+2*0.8*2.1+2*0.6*1.7)*0.2-0.192-0.1872-0.1104-0.0468-0.0396=16.45
12.4*0.2*3.2+4.2*0.2*3.2+7.2*0.2*3.2+3.4*0.2*3.2+8.9*
0.2*3.2+5.9*0.2*3.2+2.6*0.2*3.6+1.7*0.2*3.15+1.4*0.2*3.2+1.6*0.2*3.2=31.74
48.19
12.6层以上
10
5.2*0.115*(2.98-0.25)*3+5.6*0.115*(2.98-0.4)*3-4*2*0.8*2.1*0.115-4*2*1.5*2.1*0.115-0.384-0.1872+5.2*0.115*(18-12.6-0.25)+5.6*0.115*(17.4-12.6-0.4)
10.78
墙厚115
独立基础
0.4/3*((1.9*1.9+0.5*0.5)+SQRT(1.9*1.9*0.5*0.5))*21
13.47
0.4/3*((2.7*2.7+0.6*0.6)+SQRT(2.7*2.7*0.6*0.6))*8
9.9
0.4/3*((2.5*2.5+0.6*0.7)+SQRT(2.5*2.5*0.6*0.7))*2
2.21
0.4/3*((2.5*2.5+0.6*0.6)+SQRT(2.5*2.5*0.6*0.6))*10
10.81
0.4/3*((5.2*3.1+4.6*2.4)+SQRT(5.2*3.1*4.6*2.4))*1
5.4
0.4/3*((1.2*1.2+0.4*0.4)+SQRT(1.2*1.2*0.4*0.4))*2
0.56
合计:
13.47+9.9+2.21+10.81+5.4+0.56
42.35
工程量计算表第4页
基础垫层
2.1*2.1*0.1*21
9.26
2.9*2.9*0.1*8
6.73
2.7*2.7*0.1*2
1.46
2.7*2.7*0.1*10
7.29
5.4*3.3*0.1
1.78
1.4*1.4*0.1*2
0.39
9.26+6.73+1.46+7.29+1.78+0.39
26.91
基础梁
(15-3*0.4)*0.3*0.75+(3.3+2.8+2.6-0.3-0.2)*0.3*0.75
4.95
300*750
(3.6+3.8-0.3-0.2)*0.3*0.65*2
2.691
300*650
(15-3*0.4)*0.3*0.5*3+(3.6+3.8-0.3-0.2)*0.3*0.5*2+(2.8+3.3-0.2-0.3)*0.3*0.5
9.12
300*500
(1.8-0.1-0.2)*2*0.3*0.4
0.36
300*400
(4-0.1-0.1)*0.25*0.55+(4-