3分部分项工程量计算表 4458secret.docx

1、3分部分项工程量计算表 4458secret*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）6600.20m2一层：600.20（40.6）20.70.4建筑面积 m2二、土、石方工程4381.8660.5626.96m2二至五层：626.96（3.40.24）1.20.5242525.31m2六层：626.962.70

2、.90.52629.39m2600.20626.962525.31629.394381.86m212平整场地挖基础土方m2m3626.96600.20（40.6）20.70.460.5626.96m21727.22785.12.21727.22m33 土方回填 m3 217.79三、桩与地基基础工程（0.30.85）2.20.5（51.60.612.70.6）20.6133.43.62.54.23（2.40.6）（4.20.6）2.2217.79m345预制钢筋混凝土桩（8,8）预制钢筋混凝土桩(10，10)根根53565356四、砌筑工程6 地下室外墙 m3 54.79（51.612.7）2

3、0.6134.232.53.43.61.24163.3m0.25（163.32.516.92门窗）28.58构造柱14.46圈梁54.79m3第 44 页*学院毕业设计说明书7 3.00.24（3.60.24）23.90.247.00.60.244.20.244.00.24地下室内墙 m3 80.216（4.50.24）37.00.244.20.24185.62m0.24（185.622.536.8门窗）8.44构造柱13.07圈梁0.82过梁80.21m30.24（51.611.5）20.663.4外墙 m38 一至六层323.363.62.54.2316.8353.81窗190.08门1.

4、212.3372.09构造柱61.29圈梁14.56过梁323.36m30.37（2.60.622）4.21.84.09 门厅墙 m34.9534.96构造柱4.95m310 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653.33m311 一至六层内墙（120）m331.950.12（3.60.60.24）6（2

5、.80.12）631.95m30.24（51.60.2412.70.24）20.6女儿墙12 m3 22.94五、混凝土及钢筋混凝土工程123.43.60.242.54.20.244.220.622.94m351.623.64.04.03.61.21.23.64.04.03.6（3.63.9）82.623.6104.26（4.20.3）9垫层 m313 素混凝土78.512（3.63.4）63.41.220.840.1（3.60.24）（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）（1.3

6、0.12）（1.23.63.40.24）60.178.51m3（0.240.242.50.018马牙槎2边）2214 地下室GZ1 m3 5.15（0.240.242.50.018马牙槎3边）65.15m31.78 215 地下室GZ3 m3（0.240.272.50.018马牙槎1.78m3边）9第 45 页*学院毕业设计说明书16地下室GZ5m31.51（0.240.362.50.0181.51m3马牙槎2边）617 一至六层GZ1 m3 77.8618 一至六层GZ2 m3 13.3619 一至六层GZ3 m3 16.6620 一至六层GZ4 m3 16.74（0.240.242.80.

7、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）1577.86m3（0.240.182.80.020马牙槎2边）（126）（0.240.181.80.020马牙槎1边）1513.36m3（0.240.272.80.020马牙槎3边）（9125）16.66m3（0.240.542.80.020马牙槎3边）（66）（0.240.541.80.020马牙槎1边）616.74m321一至六层GZ5m31.81（0.240.362.80.0201.81m3马牙槎3边）622一至六层GZ6m34.96（0.240.374.2

8、0.0204.96m3马牙槎2边）1223 异型柱DGAZ1 m3 13.1724 异型柱DGAZ2 m3 6.810.25（0.30.25）0.250.32.50.018马牙槎2边160.25（0.30.25）0.250.32.50.018马牙槎3边713.17m30.30.25（0.250.350.25）0.250.580.252.50.018马牙槎3边66.81m325 异型柱DGAZ3 m30.800.40.252.50.018马牙槎1边30.80m326 异型柱DGAZ4 m3 4.64（0.30.25）0.250.050.25（0.250.3）0.252.50.018马牙槎3边64

9、.64m327异型柱DGAZ5m32.69（0.30.25）0.250.080.252.50.018马牙槎3边62.69m32829异型柱DGAZ6基础梁CTL1m3m30.471.52（0.30.25）0.250.110.252.50.018马牙槎3边10.47m30.60.55（3.41.22）1.52m330 基础梁CTL m3 113.820.60.55（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）6113.82m3第 46 页*学院毕业设计说明书31 L1:梁底标高-0.350m3

10、1.170.20.33.2461.17m332333435363738394041424344454647L2:梁底标高-0.350LL:梁底标高-0.350YTL1:梁底标高-0.350YTL2:梁底标高-0.450YTL3:梁底标高-0.400L1:梁底标高2.450L2:梁底标高2.400L3:梁底标高2.450L4:梁底标高2.450YTL1:梁底标高2.450YTL2:梁底标高2.350YTL3:梁底标高2.400L1:梁底标高5.250L2:梁底标高5.200L3:梁底标高5.250L4:梁底标高5.250m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m31.570.

11、151.561.311.530.872.091.571.271.561.311.530.872.091.571.270.240.33.6461.57m30.250.32.010.15m3（0.240.351.80.240.31.5）61.56m3（0.240.452.700.240.41.5）31.31m30.20.34.2461.53m30.150.33.2460.87m30.240.354.1462.09m30.240.33.6461.57m30.240.32.9461.27m3（0.240.351.80.240.31.5）61.56m3（0.240.452.700.240.41.5）31

12、.31m30.20.34.2461.53m30.150.33.2460.87m30.240.354.1462.09m30.240.33.6461.57m30.240.32.9461.27m3YTL1:梁底标（0.240.351.80.240.31.5）648高5.250m31.561.56m34950YTL2:梁底标高5.150YTL3:梁底标高5.200m3m31.311.53（0.240.452.700.240.41.5）31.31m30.20.34.2461.53m3第 47 页*学院毕业设计说明书51 L1:梁底标高8.050m30.870.150.33.2460.87m3525354

13、55565758596061626364656667L2:梁底标高8.000L3:梁底标高8.050L4:梁底标高8.050YTL1:梁底标高8.050YTL2:梁底标高7.950YTL3:梁底标高8.000L1:梁底标高10.850L2:梁底标高10.800L3:梁底标高10.850L4:梁底标高10.850YTL1:梁底标高10.850YTL2:梁底标高10.750YTL3:梁底标高10.800L1:梁底标高13.650L2:梁底标高13.600L3:梁底标高13.650m3m3m3m3m3m3m3m3m3m3m3m3m3m3m3m32.091.571.271.561.311.530.87

14、2.091.571.271.561.311.530.872.091.570.240.354.1462.09m30.240.33.6461.57m30.240.32.9461.27m3（0.240.351.80.240.31.5）61.56m3（0.240.452.700.240.41.5）31.31m30.20.34.2461.53m30.150.33.2460.87m30.240.354.1462.09m30.240.33.6461.57m30.240.32.9461.27m3（0.240.351.80.240.31.5）61.56m3（0.240.452.700.240.41.5）31.3

15、1m30.20.34.2461.53m30.150.33.2460.87m30.240.354.1462.09m30.240.33.6461.57m3L4:梁底标高68697013.650YTL4:梁底标高13.450YTL5:梁底标高13.600m3m3m31.272.322.410.240.32.9461.27m30.240.50（4.02.2）32.32m3（0.240.352.50.240.402.0）62.41m3第 48 页*学院毕业设计说明书71 YTL6:梁底标高13.650m31.830.240.34.2461.83m37273747576777879808182XL1：梁底

16、标高5.250XL1：梁底标高8.050XL1：梁底标高10.850XL1：梁底标高13.650XL1：梁底标高16.500XL2：梁底标高16.400WL1：梁底标高16.500WL2：梁底标高16.500WL3：梁底标高16.500WL4：梁底标高16.500WL5：梁底标高16.500m3m3m3m3m3m3m3m3m3m3m30.650.650.650.650.651.640.881.791.571.270.610.240.3（0.90.6）60.65m30.240.3（0.90.6）60.65m30.240.3（0.90.6）60.65m30.240.3（0.90.6）60.65m3

17、0.240.3（0.90.6）60.65m30.240.4（3.52.2）31.64m30.150.33.2460.88m30.240.34.1461.79m30.240.33.6461.57m30.240.32.9461.27m30.240.32.8430.61m3AL:梁底标高83 m3 14.460.4000.250.35（51.60.2412.70.24）20.80.681.233.43.60.641.24.232.50.814.46m384AL1:梁底标高18.480m30.170.20.12（2.60.24）30.17m3858687AL2:梁底标高18.480AL3:梁底标高18

18、.480AL4:梁底标高18.48m3m3m30.100.040.340.330.12（0.60.2）60.10m30.30.12（0.60.2）30.04m30.40.12（2.60.24）30.34m388 QL1a：梁底标高-0.230 m313.070.240.3（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）13.07m3第 49 页89*学院毕业设计说明书0.240.18（3.60.

19、240.24）6（4.2QL1：梁底标高2.570m34.290.24）6（4.20.30.24）3（3.60.24）11（2.60.24）34.29m30.240.35（3.60.24）11（2.490 QL2：梁底标高2.400 m36.250.24）（3.63.40.84.20.240.242）2（3.63.40.240.24）（2.50.30.720.242）（1.20.24）（2.40.24）6.25m391 QL2a：梁底标高2.300m32.220.240.45（3.90.240.24）62.22m39293949596QL2b：梁底标高2.600QL3：梁底标高2.400QL4

20、：梁底标高2.400QL5：梁底标高2.400QL6：梁底标高2.100m3m3m3m3m30.341.710.480.736.220.240.15（1.20.60.24）60.34m30.240.35（4.00.240.182）61.71m30.370.35（1.10.242）60.48m30.240.35（1.20.24）2（3.60.24）20.73m30.240.656.6466.22m3QL1：梁底标97 m3 4.29高5.3700.240.18（3.60.240.24）6（4.20.24）6（4.20.30.24）3（3.60.24）11（2.60.24）34.29m30.240

21、.35（3.60.24）11（2.40.24）（3.63.40.84.20.240.2498 QL2：梁底标高5.200 m39.602）2（3.63.40.240.24）（2.50.30.720.242）（1.20.24）（2.40.24）6.6469.60m399QL2a：梁底标高5.100m32.220.240.45（3.90.240.24）62.22m3100101QL3：梁底标高5.200QL5：梁底标高5.200m3m31.710.730.240.35（4.00.240.182）61.71m30.240.35（1.20.24）2（3.60.24）20.73m3QL1：梁底标102 m3高8.1704.290.240.18（3.60.240.24）6（4.20.24）6（4.20.30.24）3（3.60.24）11（2.60.24）34.29m3第50页103*学院毕业设计说明书0.240.35（3.60.24）11（2.4QL2