分部分项工程量计算表.doc
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1、*学院毕业设计说明书分部分项工程量计算表表63工程名称:*8#楼序号项目名称单位工程量工程量计算式一、建筑面积建筑面积m24381.86地下室:(3.60.12)(3.63.40.12)(4.20.24)(3.60.12)(4.20.30.12)4(3.91.30.12)(3.43.60.60.24)(0.61.20.12)(1.30.62)6600.20 m2一层:600.20(40.6)20.70.460.5626.96 m2二至五层:626.96(3.40.24)1.20.5242525.31 m2六层:626.962.70.90.52629.39 m2600.20626.962525.
2、31629.394381.86 m2二、土、石方工程1平整场地m2626.96600.20(40.6)20.70.460.5626.96 m22挖基础土方m31727.22785.12.21727.22 m33土方回填m3217.79(0.30.85)2.20.5(51.60.612.70.6)20.6133.43.62.54.23(2.40.6)(4.20.6)2.2217.79 m3三、桩与地基基础工程4预制钢筋混凝土桩(8,8)根53535预制钢筋混凝土桩(10,10)根5656四、砌筑工程6地下室外墙m354.79(51.612.7)20.6134.232.53.43.61.24163
3、.3 m0.25(163.32.516.92门窗)28.58构造柱14.46圈梁54.79 m37地下室内墙m380.213.00.24(3.60.24)23.90.247.00.60.244.20.244.00.246(4.50.24)37.00.244.20.24185.62 m0.24(185.622.536.8门窗)8.44构造柱13.07圈梁0.82过梁80.21m38一至六层外墙m3323.360.24(51.611.5)20.663.43.62.54.2316.8353.81窗190.08门1.212.3372.09构造柱61.29圈梁14.56过梁323.36 m39门厅墙m3
4、4.950.37(2.60.622)4.21.84.034.96构造柱4.95 m310一至六层内墙(240)m3653.33(3.60.60.243.40.244.20.247.00.243.60.243.90.243.60.244.00.24)6(4.20.30.24)3(3.43.60.24)4.20.24208.180.24(208.1816.8470.98)25.48构造柱36.57圈梁10.97过梁653.33 m311一至六层内墙(120)m331.950.12(3.60.60.24)6(2.80.12)631.95 m312女儿墙m322.940.24(51.60.2412.7
5、0.24)20.6123.43.60.242.54.20.244.220.622.94 m3五、混凝土及钢筋混凝土工程13素混凝土垫层m378.5151.623.64.04.03.61.21.23.64.04.03.6(3.63.9)82.623.6104.26(4.20.3)9(3.63.4)63.41.220.840.1(3.60.24)2(3.60.60.24)(3.90.24)(3.40.24)(3.63.90.24)(3.60.24)(4.20.24)(40.24)(4.20.24)(1.30.12)(1.23.63.40.24)60.178.51 m314地下室GZ1m35.15(
6、0.240.242.50.018马牙槎2边)22(0.240.242.50.018马牙槎3边)6 5.15 m315地下室GZ3m31.78(0.240.272.50.018马牙槎2边)91.78 m316地下室GZ5m31.51(0.240.362.50.018马牙槎2边)61.51 m317一至六层GZ1m377.86(0.240.242.80.020马牙槎2边)(336)(0.240.242.80.020马牙槎3边)(276)(0.240.241.80.020马牙槎2边)1577.86 m318一至六层GZ2m313.36(0.240.182.80.020马牙槎2边)(126)(0.24
7、0.181.80.020马牙槎1边)1513.36 m319一至六层GZ3m316.66(0.240.272.80.020马牙槎3边)(9125)16.66 m320一至六层GZ4m316.74(0.240.542.80.020马牙槎3边)(66)(0.240.541.80.020马牙槎1边)616.74 m321一至六层GZ5m31.81(0.240.362.80.020马牙槎3边)61.81 m322一至六层GZ6m34.96(0.240.374.20.020马牙槎2边)124.96 m323异型柱DGAZ1m313.170.25(0.30.25)0.250.32.50.018马牙槎2边1
8、60.25(0.30.25)0.250.32.50.018马牙槎3边713.17 m324异型柱DGAZ2m36.810.30.25(0.250.350.25)0.250.580.252.50.018马牙槎3边66.81 m325异型柱DGAZ3m30.800.40.252.50.018马牙槎1边30.80 m326异型柱DGAZ4m34.64(0.30.25)0.250.050.25(0.250.3)0.252.50.018马牙槎3边64.64 m327异型柱DGAZ5m32.69(0.30.25)0.250.080.252.50.018马牙槎3边62.69 m328异型柱DGAZ6m30.
9、47(0.30.25)0.250.110.252.50.018马牙槎3边10.47 m329基础梁CTL1m31.520.60.55(3.41.22)1.52 m330基础梁CTLm3113.820.60.55(51.623.64.04.03.61.21.23.64.04.03.6(3.63.9)82.623.6104.26(4.20.3)9(3.63.4)6113.82 m331L1:梁底标高-0.350m31.170.20.33.2461.17 m332L2:梁底标高-0.350m31.570.240.33.6461.57 m333LL:梁底标高-0.350m30.150.250.32.0
10、10.15 m334YTL1:梁底标高 -0.350m31.56(0.240.351.80.240.31.5)61.56 m335YTL2:梁底标高 -0.450m31.31(0.240.452.700.240.41.5)31.31 m336YTL3:梁底标高 -0.400m31.530.20.34.2461.53 m337L1:梁底标高2.450m30.870.150.33.2460.87 m338L2:梁底标高2.400m32.090.240.354.1462.09 m339L3:梁底标高2.450m31.570.240.33.6461.57 m340L4:梁底标高2.450m31.270
11、.240.32.9461.27 m341YTL1:梁底标高 2.450m31.56(0.240.351.80.240.31.5)61.56 m342YTL2:梁底标高 2.350m31.31(0.240.452.700.240.41.5)31.31 m343YTL3:梁底标高 2.400m31.530.20.34.2461.53 m344L1:梁底标高5.250m30.870.150.33.2460.87 m345L2:梁底标高5.200m32.090.240.354.1462.09 m346L3:梁底标高5.250m31.570.240.33.6461.57 m347L4:梁底标高5.250
12、m31.270.240.32.9461.27 m348YTL1:梁底标高 5.250m31.56(0.240.351.80.240.31.5)61.56 m349YTL2:梁底标高 5.150m31.31(0.240.452.700.240.41.5)31.31 m350YTL3:梁底标高 5.200m31.530.20.34.2461.53 m351L1:梁底标高8.050m30.870.150.33.2460.87 m352L2:梁底标高8.000m32.090.240.354.1462.09 m353L3:梁底标高8.050m31.570.240.33.6461.57 m354L4:梁底
13、标高8.050m31.270.240.32.9461.27 m355YTL1:梁底标高 8.050m31.56(0.240.351.80.240.31.5)61.56 m356YTL2:梁底标高 7.950m31.31(0.240.452.700.240.41.5)31.31 m357YTL3:梁底标高 8.000m31.530.20.34.2461.53 m358L1:梁底标高10.850m30.870.150.33.2460.87 m359L2:梁底标高10.800m32.090.240.354.1462.09 m360L3:梁底标高10.850m31.570.240.33.6461.57
14、 m361L4:梁底标高10.850m31.270.240.32.9461.27 m362YTL1:梁底标高 10.850m31.56(0.240.351.80.240.31.5)61.56 m363YTL2:梁底标高 10.750m31.31(0.240.452.700.240.41.5)31.31 m364YTL3:梁底标高 10.800m31.530.20.34.2461.53 m365L1:梁底标高13.650m30.870.150.33.2460.87 m366L2:梁底标高13.600m32.090.240.354.1462.09 m367L3:梁底标高13.650m31.570.
15、240.33.6461.57 m368L4:梁底标高13.650m31.270.240.32.9461.27 m369YTL4:梁底标高 13.450m32.320.240.50(4.02.2)32.32 m370YTL5:梁底标高 13.600m32.41(0.240.352.50.240.402.0)62.41 m371YTL6:梁底标高 13.650m31.830.240.34.2461.83 m372XL1:梁底标高 5.250m30.650.240.3(0.90.6)60.65 m373XL1:梁底标高 8.050m30.650.240.3(0.90.6)60.65 m374XL1:
16、梁底标高 10.850m30.650.240.3(0.90.6)60.65 m375XL1:梁底标高 13.650m30.650.240.3(0.90.6)60.65 m376XL1:梁底标高 16.500m30.650.240.3(0.90.6)60.65 m377XL2:梁底标高 16.400m31.640.240.4(3.52.2)31.64 m378WL1:梁底标高 16.500m30.880.150.33.2460.88 m379WL2:梁底标高 16.500m31.790.240.34.1461.79 m380WL3:梁底标高 16.500m31.570.240.33.6461.5
17、7 m381WL4:梁底标高 16.500m31.270.240.32.9461.27 m382WL5:梁底标高 16.500m30.610.240.32.8430.61 m383AL:梁底标高 0.400m314.460.250.35(51.60.2412.70.24)20.80.681.233.43.60.641.24.232.50.814.46 m384AL1:梁底标高 18.480m30.170.20.12(2.60.24)30.17 m385AL2:梁底标高 18.480m30.100.330.12(0.60.2)60.10 m386AL3:梁底标高 18.480m30.040.30
18、.12(0.60.2)30.04 m387AL4:梁底标高 18.48m30.340.40.12(2.60.24)30.34 m388QL1a:梁底标高 -0.230m313.070.240.3(3.60.240.6)2(3.63.40.60.240.24)2(4.20.24)2(4.20.30.24)(3.64.04.03.60.240.245)(3.63.90.240.36)23(3.63.40.240.24)(4.20.240.24)13.07 m389QL1: 梁底标高 2.570m34.290.240.18(3.60.240.24)6(4.20.24)6(4.20.30.24)3(3
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