外滩北苑xxx号楼投标文件编制论文

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1、外滩北苑xxx号楼投标文件编制毕业论文目录第一章商务标文件1.1工程量计算表一、土方及基础工程1平整场地m²按图示尺寸以建筑物首层建筑面积计算：1113.340.6×2+58.55=59.75m0.6+15.64+1.74+0.6=18.58m59.75×18.58-0.6×1.62-0.6×0.72+0.9×(3.6+1.5)=1113.34㎡2挖土方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㎥1389.783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=

2、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÷6×[1.5×1.5﹢﹙1.5＋0.4﹚×﹙1.5﹢0.4﹚＋0.4×0.4]≈0.201㎥个数∶4个垫层：v2＝﹙1.5﹢0.2﹚²×0.1＝0.289㎥JC―3∶V3＝0.2÷6×[2.2×2.2﹢﹙2.2＋0.5﹚×﹙2.2＋0.5﹚＋0.5×0.5]≈0.413㎥个数：6个垫层：v3=﹙2.2×0.2﹚²×0.1＝0.576

3、㎥JC―4∶V4=0.2÷6×[2.9×2.9﹢﹙2.9﹢0.5﹚×﹙2.9﹢0.5﹚﹢0.5×0.5]＝0.674㎥个数：10个垫层：v4＝﹙2.9﹢0.2﹚²×0.1＝0.961㎥JC―5∶V5＝0.2÷6×[2.6×2.6﹢﹙2.6﹢880.5﹚×﹙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÷6×[2.7×2.7﹢﹙2.7＋0.5﹚×﹙2.7﹢0.5﹚＋0.5×0.5]≈0.593㎥个数∶4个垫层∶v6＝﹙2.7﹢0.2﹚²×0.1＝0.841㎥JC―7∶V7＝0.2÷6×[

4、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÷6×[3.1×3.1﹢﹙3.1＋0.5﹚×﹙3.1﹢0.5﹚＋0.5×0.5]≈0.951㎥个数∶4个垫层∶v8＝﹙3.1＋0.2﹚²×0.1＝1.089㎥JC—9∶V9＝0.25÷6×[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÷6×[3×3﹢﹙3＋0.5﹚×

5、﹙3﹢0.5﹚＋0.5×0.5]≈0.717㎥JC—11∶V11＝0.2÷6×[2.8×3﹢﹙2.8＋0.5﹚×﹙3﹢0.5﹚＋0.5×0.5]≈0.673㎥个数∶4个垫层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㎥个数∶2个垫层：v12=(2.64+0.2)×4.4×0.1＝1.2496㎥JC—13∶V13=[3×0.3+(0.6+3)×0.3×0.5﹢0.6×0.2]×﹙1.5﹢2.7﹢1.7﹚＝9.204㎥

6、个数∶2个88垫层∶v13＝﹙3＋0.2﹚×5.9×0.1＝1.888㎥JC—14∶V14＝0.2÷6×[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÷6×[3.8×3.8﹢﹙3.8＋0.4﹚×﹙3.8﹢0.4﹚＋0.4×0.4]≈2.149㎥个数∶1个垫层∶v15＝(3.8+0.2)²×0.1＝1.6㎥JC—16∶V16＝0.3÷6×[3.5×3.5﹢﹙3.5﹢0.4﹚×﹙3.5﹢0.4﹚﹢0.4×0.4]＝1.381㎥个数∶1个垫层

7、∶v16=(3.5﹢0.2﹚²×0.1＝1.369㎥爬上JC—20.3×0.36×0.12×0.5+0.24×0.2×0.08×0.5+0.24×0.3×0.08+0.24×0.55×0.74=0.1118㎥个数∶6个爬上JC—10.27×0.36×0.12×0.5+0.24×0.18×0.08×0.5＋0.24×0.27×0.08＋0.24×0.5×0.74=0.1016㎥个数：18个爬上JC—3（类型一）(0.077647+0.12)×0.18×0.5×2.2+0.12×0.82×2.2=0.2556㎥个数：4