支架及其它江苏省安装工程计价定额.docx

1、支架及其它江苏省安装工程计价定额2.1管道支架制作、安装工作内容：切断、调直、煨制、钻孔、组对、焊接、刷漆、打洞、安装、和灰、堵洞。计量单位：100kg定额编号10-38210-383项目单位单价管道支架制作安装数量合计数量合计综合单价元537.24457.27其中人工费元176.86244.20材料费元72.8825.86机械费元193.7657.78管理费元68.9895.24利润元24.7634.19二类工工日74.002.39176.863.30244.20材料01270101型钢kg(106.00)03410206电焊条 J422 3.2kg4.402.2429.860.7873.4

2、612370305氧气m33.301.0593.490.3731.2312370335乙炔气kg18.000.3626.520.1262.2703210211砂轮片 400片13.500.5958.030.2092.8204010611水泥 32.5级kg0.3112.1663.774.2751.3304030102黄砂m3124.000.0212.600.0070.8731110301棉纱头kg6.500.9896.430.352.2802270131破布kg7.000.0040.030.0020.0131150101水m34.700.0080.040.0030.0112060317清油kg

3、16.000.0040.060.0020.0302010106橡胶板 115kg9.000.2121.910.0750.6812050313机油 67#kg12.500.1872.340.0660.8304050206碎石 532mmm393.000.0211.950.0070.6505030600普通木成材m31600.000.00812.800.0034.8011112524厚漆kg10.000.0120.120.0050.0503210405尼龙砂轮片 100163片3.800.0330.130.0120.0503050911精制六角螺栓kg5.620.5022.820.1770.990

4、3090103螺母kg7.201.0517.570.372.6603130304钢垫圈kg5.800.4162.410.1450.84机械99191706管子切断机 直径150mm台班40.000.42517.000.1275.0899190715台式钻床 钻孔直径16mm台班110.040.22624.870.0677.3799190707立式钻床 钻孔直径50mm台班138.830.0081.110.0020.2899190705立式钻床 钻孔直径25mm台班112.310.26930.210.088.9899270913电焊条烘干箱 容积60cm50cm75cm台班25.490.1393

5、.540.0421.0799250325直流弧焊机 功率20kW台班83.531.401117.030.41935.002.2设备支架制作、安装工作内容：同前。计量单位：100kg定额编号10-38410-38510-38610-387项目单位单价制作安装设备支架单件重量(kg)100以内100以外100以内100以外数量合计数量合计数量合计数量合计综合单价元549.07460.29290.52237.16其中人工费元253.08202.76169.46136.16材料费元37.2933.6413.7612.33机械费元124.57116.4217.4916.51管理费元98.7079.086

6、6.0953.10利润元35.4328.3923.7219.06二类工工日74.003.42253.082.74202.762.29169.461.84136.16材料01650101钢材kg(105.00)(105.00)03050581精制带母镀锌螺栓 M2080以下套4.661.989.231.7988.381.8488.611.6747.8003652906钢丝刷子把1.800.1580.280.1490.2703410206电焊条 J422 3.2kg4.400.572.510.512.240.4441.950.3961.7412030106溶剂汽油kg9.200.1391.280.

7、1251.150.0320.290.0270.2512060317清油kg16.000.193.040.172.7211112504无光调和漆kg15.000.4446.660.3965.940.0630.950.0540.8111030305醇酸防锈漆 C53-1kg15.000.568.400.5017.520.0951.430.0841.2611452114松香水kg5.500.1580.870.1430.7902270131破布kg7.000.0630.440.0560.390.0320.220.0270.1903270104铁砂布 2#张1.001.5841.581.4911.490

8、3652421锯条根0.220.4750.100.2980.0703210210砂轮片 350片11.500.1581.820.1491.71其它材料费元1.080.970.310.28机械99191731联合冲剪机 板厚16mm台班174.500.13523.560.12621.9999230121砂轮切割机 350台班9.940.1351.340.1261.2599250303交流弧焊机 容量21kVA台班65.000.26917.490.25416.510.26917.490.25416.5199191307卷板机 板厚20mm宽度2000mm台班232.760.0133.030.012

9、2.7999192906刨边机 加工长度12000mm台班586.320.13579.150.12673.882.3刚性防水套管制作、安装工作内容：放样、下料、切割、组对、焊接、找标高、找平找正、就位、安装、封堵洞口、加填料。计量单位：10个定额编号10-38810-38910-39010-391项目单位单价公称直径(mm以内)5080100150数量合计数量合计数量合计数量合计综合单价元506.59576.62693.78914.42其中人工费元228.66241.98290.82358.90材料费元136.74186.39228.83345.30机械费元20.0020.0020.0020.

10、00管理费元89.1894.37113.42139.97利润元32.0133.8840.7150.25二类工工日74.003.09228.663.27241.983.93290.824.85358.90材料14010323焊接钢管 DN50m23.483.0571.6114010332焊接钢管 DN80m39.263.05119.7414010335焊接钢管 DN100m50.633.05154.4214010341焊接钢管 DN150m84.993.05259.2213013509石棉绒kg2.801.714.791.905.322.857.984.2711.9602290507油浸麻丝kg

11、9.800.828.040.918.921.3613.332.0419.9904010611水泥 32.5级kg0.314.101.274.451.386.672.0710.003.1001290124钢板 3.0 Q235kg4.164.0016.644.0016.644.0016.644.0016.6412370305氧气m33.302.578.482.578.482.578.482.578.4812370335乙炔气kg18.001.11720.111.11720.111.11720.111.11720.1103410200电焊条kg5.801.005.801.005.801.005.8

12、01.005.80机械99191706管子切断机 直径150mm台班40.000.5020.000.5020.000.5020.000.5020.00工作内容：同前。计量单位：10个定额编号10-39210-39310-394项目单位单价公称直径(mm以内)200250300数量合计数量合计数量合计综合单价元1289.421576.581881.90其中人工费元384.06412.18415.88材料费元673.81917.941213.61机械费元28.0028.0032.00管理费元149.78160.75162.19利润元53.7757.7158.22二类工工日74.005.19384.

13、065.57412.185.62415.88材料14050175无缝钢管 2196m190.453.05580.8714050181无缝钢管 2737m267.793.05816.7614050188无缝钢管 3258m364.733.051112.4313013509石棉绒kg2.805.1114.316.1217.146.1217.1402290507油浸麻丝kg9.802.4423.912.9228.622.9228.6204010611水泥 32.5级kg0.3111.903.6914.164.3914.164.3901290124钢板 3.0 Q235kg4.164.0016.644

14、.0016.644.0016.6412370305氧气m33.302.578.482.578.482.578.4812370335乙炔气kg18.001.11720.111.11720.111.11720.1103410200电焊条kg5.801.005.801.005.801.005.80机械99191706管子切断机 直径150mm台班40.000.7028.000.7028.000.8032.002.4过墙过楼板钢套管制作、安装工作内容：预留洞口、定位、切管、打磨、找平、找正、安装、封堵洞口、加填料。计量单位：10个定额编号10-39510-39610-397项目单位单价套管公称直径(m

15、m以内)324050数量合计数量合计数量合计综合单价元268.01278.66293.66其中人工费元122.84122.84122.84材料费元60.0670.7185.71机械费元20.0020.0020.00管理费元47.9147.9147.91利润元17.2017.2017.20二类工工日74.001.66122.841.66122.841.66122.84材料14010317焊接钢管 DN32m15.073.0545.9614010320焊接钢管 DN40m18.563.0556.6114010323焊接钢管 DN50m23.483.0571.6113013509石棉绒kg2.801

16、.714.791.714.791.714.7902290507油浸麻丝kg9.800.828.040.828.040.828.0404010611水泥 32.5级kg0.314.101.274.101.274.101.27机械99191706管子切断机 直径150mm台班40.000.5020.000.5020.000.5020.00工作内容：同前。计量单位：10个定额编号10-39810-39910-400项目单位单价套管公称直径(mm以内)80100150数量合计数量合计数量合计综合单价元363.68481.98701.48其中人工费元136.16185.74253.08材料费元135.3

17、6177.80294.27机械费元20.0020.0020.00管理费元53.1072.4498.70利润元19.0626.0035.43二类工工日74.001.84136.162.51185.743.42253.08材料14010332焊接钢管 DN80m39.263.05119.7414010335焊接钢管 DN100m50.633.05154.4214010341焊接钢管 DN150m84.993.05259.2213013509石棉绒kg2.801.905.322.857.984.2711.9602290507油浸麻丝kg9.800.918.921.3613.332.0419.9904

18、010611水泥 32.5级kg0.314.451.386.672.0710.003.10机械99191706管子切断机 直径150mm台班40.000.5020.000.5020.000.5020.00工作内容：同前。计量单位：10个定额编号10-40110-40210-403项目单位单价套管公称直径(mm以内)200250300数量合计数量合计数量合计综合单价元1076.481363.641663.31其中人工费元278.24306.36306.36材料费元622.78866.911162.58机械费元28.0028.0032.00管理费元108.51119.48119.48利润元38.9

19、542.8942.89二类工工日74.003.76278.244.14306.364.14306.36材料14050175无缝钢管 2196m190.453.05580.8714050181无缝钢管 2737m267.793.05816.7614050188无缝钢管 3258m364.733.051112.4313013509石棉绒kg2.805.1114.316.1217.146.1217.1402290507油浸麻丝kg9.802.4423.912.9228.622.9228.6204010611水泥 32.5级kg0.3111.903.6914.164.3914.164.39机械9919

20、1706管子切断机 直径150mm台班40.000.7028.000.7028.000.8032.002.5过墙过楼板塑料套管制作、安装工作内容：预留洞口、定位、切管、安装、封堵洞口。计量单位：10个定额编号10-40410-40510-406项目单位单价套管公称直径324050数量合计数量合计数量合计综合单价元46.6346.9553.92其中人工费元28.8628.8633.30材料费元2.472.792.97机械费元管理费元11.2611.2612.99利润元4.044.044.66二类工工日74.000.3928.860.3928.860.4533.30材料14310102塑料管m(3.06)(3.06)(3.06)其它材料费元2.472.792.97工作内容：同前。计量单位：10个定额编号10-40710-40810-409项目单位单价套管公称直径80100150数量合计数量合计数量合计综合单价元79.82102.63127.10其中人工费元49.5863.6477.70材料费元3.965.268.22机械费元管理费元19.3424.8230.30利润元6.948.9110.88二类工工日74.000.6749.580.8663.641.0577.70材料14310102塑料管m(3.06)(3.06)(3.06)其它材料费元3.965.268.22