外滩北苑住宅楼投标文件编制Word下载.docx
《外滩北苑住宅楼投标文件编制Word下载.docx》由会员分享,可在线阅读,更多相关《外滩北苑住宅楼投标文件编制Word下载.docx(210页珍藏版)》请在冰豆网上搜索。
m³
按设计图示尺寸以体积计算
(0.67+15.4+1.58)×
(58.3+1.13×
2)×
(1.5-0.3+0.1)
=1389.78㎥
1389.78
3
土方回填(±
0.000以下)
㎥
按挖方量减去地下工程的体积
①独立基础体积
V=h/6[AB+(A+a)(B+b)+ab]
JC―1∶V1=0.2÷
6×
[1.4×
1.4+﹙1.4+0.4﹚×
﹙1.4+0.4﹚+0.4×
0.4]≈0.179㎥
个数∶9个
垫层:
v1=﹙1.4+0.2﹚²
×
0.1=0.256㎥
JC―2∶V2=0.2÷
[1.5×
1.5﹢﹙1.5+0.4﹚×
﹙1.5﹢0.4﹚+0.4×
0.4]≈0.201㎥
个数∶4个
v2=﹙1.5﹢0.2﹚²
0.1=0.289㎥
JC―3∶V3=0.2÷
[2.2×
2.2﹢﹙2.2+0.5﹚×
﹙2.2+0.5﹚+0.5×
0.5]≈0.413㎥
个数:
6个
v3=﹙2.2×
0.2﹚²
0.1=0.576㎥
JC―4∶V4=0.2÷
[2.9×
2.9﹢﹙2.9﹢0.5﹚×
﹙2.9﹢0.5﹚﹢0.5×
0.5]=0.674㎥
10个
v4=﹙2.9﹢0.2﹚²
0.1=0.961㎥
JC―5∶V5=0.2÷
[2.6×
2.6﹢﹙2.6﹢0.5﹚×
﹙2.6﹢0.5﹚﹢0.5×
0.5]=0.554㎥
个数∶12个
垫层∶v5=﹙2.6﹢0.2﹚²
0.1=0.784㎥
JC—6∶V6=0.2÷
[2.7×
2.7﹢﹙2.7+0.5﹚×
﹙2.7﹢0.5﹚+0.5×
0.5]≈0.593㎥
垫层∶v6=﹙2.7﹢0.2﹚²
0.1=0.841㎥
JC―7∶V7=0.2÷
[2×
2.9﹢﹙2+0.5﹚×
﹙2.9﹢0.5﹚+0.5×
0.5]=0.485㎥
个数∶8个
垫层∶v7=﹙2﹢0.2﹚×
﹙2.9﹢0.2﹚×
0.1=0.682㎥
JC—8∶V8=0.25÷
[3.1×
3.1﹢﹙3.1+0.5﹚×
﹙3.1﹢0.5﹚+0.5×
0.5]≈0.951㎥
垫层∶v8=﹙3.1+0.2﹚²
0.1=1.089㎥
JC—9∶V9=0.25÷
[3.2×
3.2+﹙3.2﹢0.5﹚×
﹙3.2﹢0.5﹚﹢0.5×
0.5]=1.0075㎥
个数∶2个
垫层∶v9=﹙3.2+0.2﹚²
0.1=1.156㎥
JC—10∶V10=0.2÷
[3×
3﹢﹙3+0.5﹚×
﹙3﹢0.5﹚+0.5×
0.5]≈0.717㎥
JC—11∶V11=0.2÷
[2.8×
3﹢﹙2.8+0.5﹚×
0.5]≈0.673㎥
垫层v11=﹙2.8﹢0.2)×
(3+0.2)×
0.1=0.96㎥
JC—12∶V12=[2.64×
0.3+﹙0.6+2.64﹚×
0.3×
0.5+0.6×
0.2]×
﹙1.185+1.9+1.315﹚=6.1512㎥
v12=(2.64+0.2)×
4.4×
0.1=1.2496㎥
JC—13∶V13=[3×
0.3+(0.6+3)×
0.5﹢0.6×
﹙1.5﹢2.7﹢1.7﹚=9.204㎥
垫层∶v13=﹙3+0.2﹚×
5.9×
0.1=1.888㎥
JC—14∶V14=0.2÷
1.5﹢(2+0.4)×
﹙1.5+0.4﹚+0.4×
0.4]≈0.257㎥
个数∶1个
垫层∶v14=﹙2+0.2)×
(1.5+0.2)×
0.1=0.374㎥
JC—15∶V15=0.4÷
[3.8×
3.8﹢﹙3.8+0.4﹚×
﹙3.8﹢0.4﹚+0.4×
0.4]≈2.149㎥
垫层∶v15=(3.8+0.2)²
0.1=1.6㎥
JC—16∶V16=0.3÷
[3.5×
3.5﹢﹙3.5﹢0.4﹚×
﹙3.5﹢0.4﹚﹢0.4×
0.4]=1.381㎥
垫层∶v16=(3.5﹢0.2﹚²
0.1=1.369㎥
爬上JC—2
0.3×
0.36×
0.12×
0.5+0.24×
0.2×
0.08×
0.08+0.24×
0.55×
0.74=0.1118㎥
个数∶6个
爬上JC—1
0.27×
0.18×
0.5+0.24×
0.27×
0.08+0.24×
0.5×
0.74=0.1016㎥
18个
爬上JC—3(类型一)
(0.077647+0.12)×
2.2+0.12×
0.82×
2.2=0.2556㎥
4个
爬山JC—3(类型二)
0.51×
0.36+0.08×
0.34×
0.24+0.24×
0.51+0.24×
0.9×
0.74=0.183912㎥
爬上JC―4(类型一)
0.72×
0.48×
0.24×
0.5+0.72×
0.24+1.25×
0.74×
0.24=0.255984㎥
爬上JC—4(类型二)
0.255984×
3=0.767952㎥
2个
爬上JC—5
0.75×
0.36+0.13333×
0.24+0.08×
1.11667×
1.3×
0.74=0.269㎥
15个
爬上JC—6(单侧)
0.63×
0.36+0.42×
0.24+0.63×
0.24+1.1×
0.24=0.219816㎥
11个
爬上JC—7(类型一)
0.5×
0.36+0.48×
0.72+0.24×
1.45=0.291504㎥
9个
爬上JC—7(类型二)
0.54×
0.36+0.36×
0.5+0.54×
0.24+0.95×
0.24=0.194208㎥
3个
爬上JC—8(单侧)
0.36+0.65×
0.13×
0.6+0.24×
0.69=0.2571㎥
8个
爬上JC—9
0.624×
0.36+0.676×
0.624+0.24×
1.35×
0.69=0.2670528㎥
爬上JC—10
0.36+0.5×
0.08+1.25×
31个
爬上JC—11
0.72+1.25×
爬上JC—12
0.528×
0.36+0.18×
0.792×
0.24+0.18×
0.64×
1.32=0.2540736㎥
个数:
爬上JC—14
0.33×
0.36+0.22×
0.33+0.24×
0.74=0.122136㎥
爬上JC—15
0.12×
0.435×
0.28+0.24×
1.5=0.267132㎥
爬上JC—16
0.52×
0.36+0.24×
0.78+0.24×
0.18+0.64×
1.35=0.257904㎥
1389.78-[(0.179×
9+0.201×
0.4+0.413×
6+0.674×
10+0.554×
12+0.593×
4+0.485×
8+0.951×
4+1.0075×
2+0.717×
12+0.673×
4+0.257×
1+2.149×
1+1.381+9.204×
2+6.1512×
2)+(0.256×
9+0.289×
4+0.576×
6+0.961×
10+0.784×
12+0.96×
4+0.374×
1+1.6×
1+1.369×
1+1.888×
2+1.2496×
2)+(0.11184×
6+0.101544×
18+0.255984×
6+2×
0.767952+0.2698×
15+11×
0.219816+0.291504×
9+3×
0.194208+8×
0.2571+0.2670528×
4+31×
0.255984+8×
0.255984+2×
0.122136+0.267132×
4+4×
0.257904+0.2540736×
9+0.31464×
8)]=1209.206㎥
4
土方回填(室内)
按主墙间净面积乘以回填厚度,以体积计算
116.12
回填厚度:
0.3-(0.08+0.06+0.015+0.015)=0.13m
回填土体积:
(15.64-0.24)×
(58.55-0.24-0.31)=116.12㎡
5
余土外运
按挖土面积减去回填土体积,以体积计算
64.45
1389.78-1209.21-116.12=64.45㎡
二、砌筑工程
6
砖基础
按图示尺寸,以立方米为单位
0.101544×
18+0.11184×
6+0.2556×
4+0.183912×
4+0.255984×
6+0.767952×
2+0.2698×
9+0.194208×
3+0.2571×
8+0.2670528×
0.255984+0.122136×
2+0.267132×
4+0.257904×
4+0.2540736×
8=37.256㎥
37.256
7
填充墙
1551.14
一楼:
外墙:
按图示尺寸,以立方米为单位,以外墙中心线计算
108.98496+(4.2-2.1)×
2.1×
12+(4.2-2.4)×
1.5×
4+(4.2-3.2)×
2.4×
0.24+(4.2-3.2)×
2.9×
1+(4.2-3.2)×
2.3×
1=134.21㎥
内墙:
按图示尺寸,以净长线计算
15.64×
4.2+23.03×
4.2×
4-0.79×
4.2=155.54
一楼合计:
134.21+155.54=289.75㎥
二楼:
按图示尺寸计算
按外墙中心线计算
11.52×
2.74+29.120×
2.74×
4-1.5×
2-1.5×
2.2×
2-0.9×
1.4×
4-0.9×
4×
0.24-0.8×
4-1.8×
8×
2.4=75.62㎥
3.3×
16×
2.74+3.6×
2.74+4.5×
14×
2.74+2×
2.74+1×
2.74+2.7×
2.74+1.8×
0.24+2.5×
2+3.6×
0.24+2.7×
5=128.92㎥
二层合计:
75.62+128.92=204.54㎥
三到五楼(标准层):
按设计图示尺寸,以立方米为单位计算
按图示尺寸,以外墙中心线计算
11.4×
2+8.1×
2+29.12×
0.24-1.5×
0.24-0.9×
00.24×
4-0.8×
8=60.82㎥
0.24+3.6×
0.24+4.5×
2+1.5×
2+2.7×
12+3.6×
2=124.55㎥
三到五层合计:
3×
(60.82+124.55)=556.11㎥
六层:
(11.64+29.120)×
2×
2=163.04㎥
163.04×
2.74=107.22㎥
[11.64×
3+5×
(3.3+4.5)+2×
3.3+29.120]×
2.72=143.15㎥
合计:
107.22+143.15=250.37㎥
阁楼:
内墙:
按图示尺寸,以立方米为单位
(11.64×
7.8+2×
3.3+29.120)×
总计:
289.75+204.54+556.11+250.37+250.37=1551.14㎥
三、混凝土及钢筋混凝土工程
C30独立基础
0.179×
4+0.413×
1+1.381×
1+9.204×
2=76.15㎥
76.15
C10基础垫层
0.256×
12+0.841×
4+0.682×
8+1.089×
4+1.156×
2+1.024×
2=66.82㎥
66.82
C25矩形柱
按设计图示尺寸以体积计算,不扣除构件内的钢筋、预埋铁件所占体积
一层;
KZ1断面积:
0.5=0.25㎡
34个
体积:
0.25×
4.200×
34=35.7㎥
KZ2断面积:
0.25㎡
32个
32=33.6㎥
KZ3断面积:
0.5=0.15㎡
0.15×
8=5.0㎥2
KZ4断面积:
0.4×
0.4=0.16㎡
0.16×
15=10.08㎥
35.7+33.6+5.02+10.08=84.4㎥
二楼到顶层
0.3=0.15㎡
(21.5-4.2)×
8=20.80㎥
LTZ1断面积:
0.2=0.04㎡
0.04×
2=6.72㎥
LTZ2断面积:
0.04㎡
(15.130-4.2+2.74)×
2=1.10
LTZ3断面积:
0.04
2.8=0.224㎥
LTZ4断面积;
个数;
0.66㎥
C20混凝土圈梁
异型柱
0.5+0.2×
0.3=0.16㎡
17.33×
34=94.28㎥
0.3+0.2×
0.5=0.16㎡
32=88.73㎥
94.28+88.73=183.01㎥
按图示尺寸以体积计算
用断面积乘以长度计算体积
DQL—1
断面积:
2=0.08㎡
长度:
2+5.9×
2=20.6m
20.6=1.648㎥
DQL—2
断面积:
0.24=0.048㎡
58.31×
2+15.4×
2+13.5+11.85+1.9+1.35+1.2×
3+1.35×
2+1.315+1.9+1.185+(1.5+2.7+1.7)×
2+1.55+3.3+(2.34+4.5+4+3.3+2.34+3.3+3.6+4.5+15.4+5.64+15.4+11.4+15.4)×
2-20.6=365.01m
365.01×
0.048=17.52㎥
合计:
1.65+17.52=19.17㎥
183.01
C20过梁㎥按图示尺寸计算:
过梁体积=(宽+0.5)×
断面积
C2121
0.2=0.048㎡
12个
0.048×
(2.1+0.5)×
12=1.50㎥
M1524
0.048㎡
(1.5+0.5)×
4=0.39㎥
TC1
32
(1.5+0.5)×
32=3.08㎥
M1824
40个
(1.8+0.5)×
40=4.42㎥
C1515
体积:
18=1.728㎥
M2432
(2.4+0.5)×
1=0.14㎥
M3032
(3+0.5)×
9=1.52㎥
M2832
(2.8+0.5)×
2=0.32㎥
M2932
1个
(2.9+0.5)×
1=0.17㎥
M2332
(2.3+0.5)×
M1522
10=0.96㎥
M0822
20个
(0.8+0.5)×
20=1.25㎥
M1422
(1.4+0.5)×
10=0.912㎥
M0914
0.048
15
(0.9+0.5)×
15=1.01㎥
M0915
14
14=0.95㎥
M1814
2=0.23㎥
TC—2
C—2
(0.66+0.5)×
2=0.12㎥
C—5
(1.26+0.5)×
2=0.17㎥
M0821
40
(0.8+0.5)×
40=2.50㎥
M09