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云南省市政工程消耗量定额下册.pdf简介：
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《系统与软件效率 第3部分：测试方法 GB/T 29835.3-2013》2.平接(企口)式管道基础(180°)工作内容：混凝土揭固、养生、材料场内运输。计量单位：100m定额编号040600200406002104060022040600230406002404060025公称直径(mm以内）项目名称200250300400500600基价（元）841.581047.961285.532048.562778.883619,08人工费（元）728.74898.731080.911761.112404.763121.37其材料费（元）中30.5037.6145.2373.69100.63130.62机械费(元）82.34111.62159. 39213.76273.49367. 09名称单位单价（元）数量混凝士C15m3(6.120)(7.548)(9.078)(14.790)(20.196)(26.214)材16053926.65013:0301779323.095其他材料费元1. 000.3000.3700.4450.7250.9901.284机动翻料各班150.170.4840.664机0.96626816092169械混凝土振捣器插入式台班15.470.6240.770.0.9261.5092.0602.674工作内容：混凝土擒固、养生、材料场内运输。计量单位：100m定额编号040600260406002704060028040600290406003004060031公称直径（mm以内）项目名称700800900100011001200基价元）4810.946281.747958.049828.0711889.8614144.32人费（元）4148.245416.456862.448474.3210252.1012195.91其材料费（元）177, 49231.75293.61362.58438.65中521: 81机械费(元）485.21633.54801,.99991. 171199.111426.60名称单位单价（元）数量混凝土C15m(35.700)(46.614)(59.058)(145.860)(176.460)(104.958)5.60314524106752/03064251料92.468其他材料费元1.001.3571.7712.2442.7713.3533.988机动翻斗车装载质量1合班机械150172.8563.72984205.8347058858397混凝土振捣器插人式台班15.473.6414. 7556.0247.4398.99910.706.101:
计量单位：100m工作内容：混凝土捣固、养生、材料场内运输。定额编号0406003204060033040600340406003504060036公称直径（mm以内）项自名称13501500165018002000基价（元）17896.2322102.8926644.5031713.8639151.65工费（元）15431.0419058.2822963.7727332.9733743.14人其660.23815.42984.331171.581446,39材料费（元）中机械费（元）1804.962229.192696.403209.313962.12名称单位单价（元）数量(132.800)(164.016)(198.390)(236. 130)(291.516)混凝土C15m材5.6011699714498174782208.031256.826料1.005.0466.2335.5506.6118.162其他材料费150/1710.6243121158718.890台班23.321机动翻斗车装载质量机械台班15. 4713.54616.73020.23624.08529.735混凝土摄捣器插入式计量单位：100m工作内容：混凝土携固、养生、材料场内运输。定额编号0406003704060038公称直径（mm以内）项目名称22002400基价（元）47371.0053864.37工费(元）40827.0546423.38人其费（元）1750. 041989.92材料中费（元）4793, 915451.07机械称单位单价（元）数量名m(352.716)(401.064)混凝土C15材35333715.60310.743料元1. 009.87611.230其他材料费台班150.1728.2172.085装量机械台班15.4735.97740.909凝土振捣器插人式·102.
3.满包混凝土加固工作内容：混凝土捣固、养生、材料场内运输。计量单位：10m定额编号040600390406004004060041公称直径(mm以内)项名称60015002400基价元）1411.781360.641308.93人工费（元）1192,381141.281089.67其材料费（元）83.4883.44中83.34机械费（元）135.92135.92135.92称单位单价（元）数量混凝土“C15m(10.200)(10.200)(10.200)材13.82035.608.8108.8108.810棋他利0.4200280机动翻斗车.装载质量1t台班150.17机0.8000.8000.800o: T 10200020二、砼管道铺设1.平接(企口)式工作内容：排管、下管、调直、找平、槽上搬运、材料场内运输。计量单位：100m定额编号0406004204060043040600440406004504060046人工下管项公称直径（mm以内）300400500600700基价（元）800.74941.971242.341565,571822.05工费（元）800.74941.971242.341565.571822.05其材料费（元）机械费（元）名称单位单价（元）数量材S钢筋混凝土管m(101.000)(101.000)(101.000)(101.000)(101.000).103.
计量单位：100m工作内容：排管、下管、调直、找平、槽上搬运、材料场内运输。定额编号040600470406004804060049040600500406005104060052人机配合下管称公称直径（mm以内）项300400500600700800价（元）856.291029.011353.171711.751986.752275.21基费（元）552.69649.66865.001066.671259.911421,52人工其材料费(元）中费（元）303.60379.35488.17645.08.726.84853.69机被名称单位单价（元）数量材料(101.000)(101.000)(101.000)(101.000)(101.000)(101.000)钢筋混凝土管机械0.5050.63108122L:073091.420元手式起重机80台班60119计量单位：100m工作内容：排管、下管、调直、找平、槽上微运、材料场内运输040600530406005404060055040600560406005704060058定额编号人机配合下管项目称公称直径（mm以内）90010001100120013501500价元）2794, 263403.103468.713757,074089.355345.12基费（元）1760.212104.531936.011952.882130.332477,39人工其材料费（元）、费（元）1034.051298.571532.701804. 191959,022867.73机械名称单位单价（元）数量材(101.000)(101.000)(101,000)(101.000)(101.000)(101.000)钢筋混凝土管m601:1917202.160台班台班396.050.2390.2390. 2600.303机叉式起重机·3t2.3922.597械汽车式起重机12714.69台班906. 843.030汽车式起重机16t·104·
工作内容：排管、下管、调直、找平、槽上搬运、材料场内运输计量单位：100m定额编号0406005904060060040600610406006204060063人机配合下管项名称公称直径（mm以内）16501800200022002400基价（元）6206,177655.8610953.8117457.5226114.66工费（元）2883.033542.214627.796145.329144.68其材料费(元）中机械费（元）3323.144113.656326.0211312.2016969.98名称单位单价（元）数量钢筋混凝土管m(101.000)(101.000)(101.000)(101.000)(101.000)台班9061843.497艾式超量机6台班434.050.3500.433105737叉式起重机·10台班559.930.5680.7581,140台班14371475762.套箍式工作内容：排管、下管、调直、找平、槽上搬运、材料场内运输。计量单位：100m定额编号0406006404060065040600660406006704060068人工下管项目名称公称直径（mm以内）300400500600700基价（元）871.711026.301354.771699.081997.72人工费（元）871.711026.301354.771699.081997.72材料费（元）中机械费（元）名称单位单价（元）数盘钢筋混凝土管m(101.000)(101.000)(101. 000)(101.000)(101.000)105.