9.分部分项工程量清单综合单价分析表 94-105

1、南京工程学院毕业设计说明书第 91 页 分部分项工程量清单综合单价分析表表69工程名称：*8#楼序号 项目编码/定额项目名称/工作内容 单位综合单价组成综合单价人工费材料费 机械使用费 管理费利润规费税金1010101001001平整场地m24.311-98土方挖填找平3.310.000.000.540.260.070.142010101003001挖基础土方m30.780.0418.714.762.290.450.9227.951-198土方开挖0.120.001.850.480.230.050.092-102凿桩头0.650.010.000.060.030.010.031-243运输0.0

2、00.0316.874.222.020.390.803010103001001土方回填5.920.0214.994.712.260.470.9729.341-243运输0.000.0214.993.751.800.350.711-103回填5.920.000.000.960.460.120.254010201001001预制钢筋混凝土桩根51.372188.67398.3365.3733.5946.5395.012878.88成品桩2080.0035.3672.207-3运输11.175.12118.2431.3715.063.086.282-21压桩20.1936.33180.7521.55

3、11.754.609.392-23送桩4.102.4629.803.571.950.711.452-27接桩15.9164.7769.548.884.842.795.695010201001002预制钢筋混凝土桩根59.202719.02472.9778.5840.2957.29116.983544.32成品桩2600.0044.2090.257-3运输13.966.40147.7639.2018.823.847.852-21压桩25.2345.39225.8626.9314.685.7511.74南京工程学院毕业设计说明书第 92 页2-23送桩4.112.4629.813.571.950.

4、711.452-27接桩15.9164.7769.548.884.842.795.696010302001001地下室外墙m3245.963-22砌墙41.81178.591.907.823.753.988.127010302001002地下室内墙m3244.633-22砌墙41.81177.321.907.823.753.958.078010302001003-4一至六层外墙m3245.963-22砌墙41.81178.591.907.823.753.988.129010302001005一至六层内墙（240） m3244.63 3-22砌墙41.81177.321.907.823.753.

5、958.0710010302001006一至六层内墙（120） m3253.343-21砌墙49.21176.771.549.034.334.098.3611010302001007女儿墙m3245.963-22砌墙41.81178.591.907.823.753.988.1212010401006001C10混凝土垫层m3264.612-120浇筑混凝土50.69181.944.239.964.784.288.7313010402006001-9GZm3371.605-181浇筑混凝土28.12297.4314.948.684.166.0112.2614010402002001-6异型柱DG

6、AZm3377.975-183浇筑混凝土32.93297.4314.949.524.576.1112.4715010403001001基础梁CTLm3345.495-184浇筑混凝土11.10301.049.834.412.125.5811.4016010403002001-10，13-17,20-24，27-31,34-38,41,48-52,54-57矩形梁m3365.69南京工程学院毕业设计说明书第 93 页5-185浇筑混凝土20.72301.5114.667.313.515.9112.0717010403002011-12，18-19,25-26,32-33,39-40,42-47挑

7、梁m3366.965-186浇筑混凝土21.46301.7914.667.443.575.9312.1118010403002053AL376.955-187浇筑混凝土m328.12302.9014.668.614.136.0912.4419010403004001-32圈梁QLm3376.955-187浇筑混凝土28.12302.9014.668.614.136.0912.4420010405003001-8基础底板m3369.395-201浇筑混凝土18.50307.5214.896.973.355.9712.1921010405008001阳台板m3585.295-207浇筑混凝土45.

8、51446.4238.5017.628.469.4619.3222010405009001-2空调机板飘窗m3366.635-48浇筑混凝土86.58225.989.8717.688.495.9312.1023010406001001直行楼梯m274.825-203浇筑混凝土5.7057.224.922.231.071.212.4724010407001001花坛m3367.075-50浇筑混凝土90.28221.749.8718.338.805.9312.1125010407001002台阶m217.4761.421.993.571.711.462.9990.6212-9碎石垫层8.3025

9、.980.391.550.740.631.285-51浇筑混凝土10m29.1835.441.602.010.970.841.7126010407001003女儿墙压顶m12.165-49浇筑混凝土2.697.810.260.540.260.200.4027010407002001散水m235.5512-172铺垫层、浇捣混凝土9.0621.610.571.730.830.571.17南京工程学院毕业设计说明书第 94 页28010410003001-26预制钢筋混凝土过梁m376.22230.8049.5325.7112.346.7113.70415.005-59混凝土浇捣、养护39.222

10、20.7512.409.994.804.889.977-7构件运输5.182.5036.8210.054.821.012.067-72构件安装31.827.550.315.672.720.821.6729010416001001现浇混凝土钢筋5871.244-16制作、安装t470.274910.8057.8397.0746.5994.90193.7730010416001002-3现浇混凝土钢筋5839.054-18制作、安装t470.274880.2057.8397.0746.5994.38192.7131010416001003-4现浇混凝土钢筋5806.874-110-12制作、安装4

11、70.274849.6057.8397.0746.5993.86191.6532010416001005-6现浇混凝土钢筋t5551.174-214-16制作、安装t236.434864.7084.4062.6430.0689.73183.2133010416001007-10现浇混凝土钢筋t5518.994-218-25制作、安装236.434834.1084.4062.6430.0689.21182.1534010416002001预制混凝土钢筋t5849.984-920内制作、安装435.124913.7273.2794.7645.4894.56193.0735010606009001-

12、3 方管立杆t1077.815533.44762.49381.85183.28134.96275.568349.396-28制作792.175470.23679.45309.03148.33125.79256.837-33运输4.445.8634.059.234.430.992.017-154安装281.2057.3548.9963.5930.528.1916.7236010606009004-5型钢t1037.485533.44778.08378.66181.75134.46274.548318.416-27制作751.845470.23695.04305.84146.80125.29255

13、.817-33运输4.445.8634.059.234.430.992.017-154安装281.2057.3548.9963.5930.528.1916.7237010606011001钢支架个409.116.9514.20430.27南京工程学院毕业设计说明书第 95 页38010606012001钢雨蓬t744.445747.57547.34267.55128.42126.40258.087819.806-39制作、安装740.005741.71513.29258.32123.99125.41256.077-33运输4.445.8634.059.234.430.992.013901070

14、2001001屋面卷材防水m24.7046.090.210.880.420.891.8255.0012-15找平层2.594.580.210.510.240.140.289-50刷底油、铺卷材2.1141.520.000.370.180.751.5340010702003001屋面刚性防水m229.174-13钢筋网0.845.380.360.240.110.120.249-73拌和砼、浇捣6.4412.350.271.200.580.350.7241010702004001屋面排水管m1.7329.060.000.300.150.531.0832.859-188管道安装、固定1.7028.6

15、20.000.300.140.521.079-190PVC水斗安装0.030.440.000.000.000.010.0242010702006001阳台PVC通水落管只26.329-191切、接管道、安装8.8113.930.001.550.740.430.8743010803001001保温隔热屋面m259.1069-216保温材料铺设6.76447.6780.0001.1880.5700.9551.95144010803003001外墙保温隔热m218.36213-47抹水泥砂浆9.3245.3370.2731.7060.8190.2970.60645020101001001水泥沙浆楼地

16、面m26.1110.030.411.180.560.310.6319.23112-15找平层2.5904.5750.2060.5070.2430.1380.28212-22整体面层3.5155.4530.2060.6690.3210.1730.35346020102002001块料楼地面m221.2398.611.254.212.312.174.43134.21412-15找平层2.5904.5750.2060.5070.2430.1380.2829-111防水层1.77357.9960.6070.4630.2221.0382.11912-15找平层2.7384.5750.2110.5070.

17、5340.1460.297南京工程学院毕业设计说明书第 96 页12-92贴地砖12.35731.0350.2272.3951.1490.8021.63712-121酸洗、打蜡1.7760.4320.0000.3360.1610.0460.09447020105001001水泥沙浆踢脚m222.62612-27踢脚线11.8406.2200.2732.1471.0330.3660.74748020105003001块料踢脚线m277.44312-102踢脚线26.89038.6380.4205.1942.4941.2522.55650020106002001块料楼梯面层m244.43245.5

18、681.1048.6484.1501.7663.606109.27412-15找平层2.5904.5750.2060.5070.2430.1380.28212-100楼梯贴地砖40.06640.5610.8987.8053.7461.5823.23112-121酸洗、打蜡1.7760.4320.0000.3360.1610.0460.09451020108003001水泥沙浆台阶m212.98713.8210.5402.4171.1600.5261.07332.52412-15找平层2.5904.5750.2060.5070.2430.1380.28212-25抹面10.3979.2460.3

19、341.9100.9170.3880.79252020201001001墙面抹灰m213.30213-12抹灰5.6985.1580.2261.0580.5080.2150.43953020204003001块料内墙m223.53218.6970.4144.5562.1860.8401.71451.93913-109贴砖21.75618.2650.4144.2202.0250.7941.62012-121酸洗、打蜡1.7760.4320.0000.3360.1610.0460.09454020204003002块料外墙m222.79235.3230.4084.4142.1181.1062.25

20、868.41913-123贴砖21.01634.8910.4084.0781.9571.0602.16412-121酸洗、打蜡1.7760.4320.0000.3360.1610.0460.09455020210002001全玻璃幕墙m266.91571.710.4912.786.1411.1922.84692.0613-234安装61.05500.450.0011.555.549.8420.0813-237封边5.8671.270.491.230.591.352.7656020301001001天棚抹灰m211.613南京工程学院毕业设计说明书第 97 页14-113抹灰6.1053.166

21、0.1341.1060.5310.1880.38357020401001001镶板木门樘26.55711.405.016.253.0012.7926.11791.127-45运输0.960.004.451.270.610.120.2515-27安装21.96633.560.574.302.0611.2622.9915-29门框安装10m23.6477.840.000.690.331.402.8658020401001002镶板木门樘25.29677.534.775.952.8612.1824.87753.447-45运输0.910.004.231.210.580.120.2415-27安装20

22、.91603.390.544.091.9610.7321.9015-29门框安装3.4674.140.000.660.321.342.7359020401001003镶板木门樘23.60632.364.465.562.6711.3723.21703.217-45运输0.850.003.951.130.540.110.2215-27安装19.52563.160.503.821.8310.0120.4415-29门框安装3.2369.190.000.610.291.252.5560020402001001铝合金平开门樘90.591859.7120.6722.2410.6734.0769.55210

23、7.497-45运输2.680.0012.423.541.700.350.7115-2安装87.911859.718.2518.708.9733.7268.8561020402001002铝合金平开门樘30.20619.906.897.413.5611.3623.18702.507-45运输0.890.004.141.180.570.120.2415-2安装29.30619.902.756.232.9911.2422.9562020402006001单元防盗门樘123.534268.0028.1830.3214.5575.90154.974695.457-45运输3.650.0016.934.

24、832.320.470.9615-2安装119.884268.0011.2525.5012.2375.43154.0063020402006002单元防盗门樘34.311185.567.838.424.0421.0843.051304.297-45运输1.010.004.701.340.640.130.2715-2安装33.301185.563.127.083.4020.9542.78南京工程学院毕业设计说明书第 98 页64020402007001钢质防火门樘34.311185.567.838.424.0421.0843.051304.297-45运输1.010.004.701.340.64

25、0.130.2715-2安装33.301185.563.127.083.4020.9542.7865020402007002-3钢质防火门樘36.031244.838.228.844.2422.1445.201369.517-45运输1.060.004.941.410.680.140.2815-2安装34.971244.833.287.443.5722.0044.9266020402007004钢质防火门樘28.82995.876.587.073.3917.7136.161095.607-45运输0.850.003.951.130.540.110.2215-2安装27.97995.872.62

26、5.952.8517.6035.9367020406001001铝合金推拉窗樘39.52585.708.819.654.6311.0222.50681.827-45运输1.140.005.291.510.720.150.3015-3安装38.38585.703.518.143.9110.8722.2068020406001002铝合金推拉窗樘18.97281.134.234.632.225.2910.80327.287-45运输0.550.002.540.720.350.070.1415-3安装18.42281.131.693.911.875.2210.6669020406001003铝合金推

27、拉窗樘16.86249.903.764.121.984.709.60290.917-45运输0.490.002.260.640.310.060.1315-3安装16.37249.901.503.471.674.649.4770020406001004铝合金推拉窗樘11.24166.602.502.741.323.136.40193.947-45运输0.320.001.510.430.210.040.0915-3安装10.92166.601.002.321.113.096.3271020406001005铝合金推拉窗樘10.54156.192.352.571.232.946.00181.827-

28、45运输0.300.001.410.400.190.040.0815-3安装10.23156.190.942.171.042.905.9272020406001006铝合金推拉窗樘8.43124.951.882.060.992.354.80145.46南京工程学院毕业设计说明书第 99 页7-45运输0.240.001.130.320.150.030.0615-3安装8.19124.950.751.740.832.324.7473020406001007铝合金推拉窗樘5.6283.301.251.370.661.573.2096.977-45运输0.160.000.750.210.100.02

29、0.0415-3安装5.4683.300.501.160.561.553.1674020406002001铝合金平开窗樘60.201082.1015.5115.227.3020.0740.971241.367-45运输1.730.008.042.291.100.220.4615-5安装58.461082.107.4612.936.2019.8440.5175020406002002铝合金平开窗樘56.851021.9814.6414.376.9018.9538.691172.397-45运输1.640.007.602.161.040.210.4315-5安装55.211021.987.0512

30、.215.8618.7438.2676020406002003铝合金平开窗樘43.47781.5211.2010.995.2814.4929.59896.547-45运输1.250.005.811.660.790.160.3315-5安装42.22781.525.399.344.4814.3329.2677020406002004铝合金平开窗樘56.321012.4914.5114.246.8318.7738.331161.507-45运输1.620.007.532.141.030.210.4315-5安装54.701012.496.9812.105.8018.5737.91780204060

31、02005铝合金平开窗樘52.80949.2113.6013.356.4117.6035.941088.917-45运输1.520.007.062.010.970.200.4015-5安装51.28949.216.5511.345.4417.4035.5479020406002006铝合金平开窗樘42.24759.3710.8810.685.1314.0828.75871.137-45运输1.220.005.641.610.770.160.3215-5安装41.03759.375.249.074.3513.9228.4380020406002007铝合金平开窗樘31.68569.538.168.013.8410.5621.56653.357-45运输0.910.004.231.210.580.120.24南京工程学院毕业设计说明书第 100 页15-5安装30.77569.533.936.803.2710.4421.3281020406002008铝合金平开窗樘35.20632