2003山东建筑消耗量定额子目明细、子目说明、工日含量(上册)

1、2003版山东省建筑工程消耗量定额,第一章 土石方工程,工日单价：28,序号,定额编号,项目名称,工作内容/备注,单位,综合工日,人工费,材料费,机械费,一、单独土石方 1-1-*,人工挖土方,1,1-1-1,人工挖土方-普通土,挖土、弃土、修整底边,10m3,1.34,37.52 ,0,02,1-1-2,人工挖土方-坚土,10m3,3.14,87.92 ,0,0,推土机推土方,3,1-1-3,推土机推土方运距20m内-普通土,推土、弃土、平整；工作面内排水，清理机下余土，维护行驶道路。,10m3,0.06,1.68 ,0,11.114,1-1-4,推土机推土方运距20m内-坚土,10m3,0

2、.06,1.68 ,0,13.195,1-1-5,推土机推土方-100米内每增运20米,10m3,0,0.00 ,0,7.64,装载机装运土方,6,1-1-6,装载机装运土方-运距20米以内,推土，弃土，平整。工作面内排水，清理机下余土，维护行驶道路。,10m3,0.06,1.68 ,0,8.687,1-1-7,装载机装运土方-200米内每增运20米,10m3,0,0.00 ,0,2.76,铲运机铲运土方,8,1-1-8,铲运机铲运土方运距200m内-普通土,铲运土，弃土，平整。工作面内排水、清理机下余土、维护行驶道路。,10m3,0.06,1.68 ,0.09,17.679,1-1-9,铲运

3、机铲运土方运距200m内-坚土,10m3,0.06,1.68 ,0.09,23.3110,1-1-10,铲运机铲运土方-500米内以内每增运100米,10m3,0,0.00 ,0,5.64,挖掘机挖土、自卸汽车运土方,11,1-1-11,拉铲挖掘挖,自卸车运土,运距1KM内-普通土,挖土，装土，运土，卸土，平整。工作面内排水，清理机下余土，维护行驶道路。,10m3,0.09,2.52 ,0.2,62.512,1-1-12,拉铲挖掘挖,自卸车运土,运距1KM内-坚土,10m3,0.09,2.52 ,0.2,7513,1-1-13,反铲挖掘挖,自卸车运土,运距1KM内-普通土,10m3,0.09,

4、2.52 ,0.2,61.3814,1-1-14,反铲挖掘挖,自卸车运土,运距1KM内-坚土,10m3,0.09,2.52 ,0.2,72.515,1-1-15,自卸汽车每增运1KM,10m3,0,0.00 ,0,11.29,石方爆破及石渣清运,16,1-1-16,机械打孔石方爆破-松石,打孔、装药、爆破、警戒、修理工具；挖渣，装渣，运渣，平整。工作面内排水，清理机下余土，维护行驶道路。,10m3,0.85,23.80 ,26.2,25.4117,1-1-17,机械打孔石方爆破-坚石,10m3,1.37,38.36 ,48.25,64.1718,1-1-18,挖掘机挖、自卸车运，运距1KM以内

5、,10m3,0.11,3.08 ,0.2,129.5119,1-1-19,挖掘机挖、自卸车运，每增运1KM,10m3,0,0.00 ,0,17.21,回填与碾压,20,1-1-20,机械夯填土,就地取土，分层填土，洒水，打夯或碾压，平整。,10m3,0.59,16.52 ,0,13.2921,1-1-21,机械回填碾压土-光轮压路机,10m3,0.44,12.32 ,0.26,30.6222,1-1-22,机械回填碾压土-振动压路机,10m3,0.44,12.32 ,0.26,29.87,二、人工土石方 1-2-*,人工挖土方,23,1-2-1,人工挖土方-2米以内普通土,挖土、装土、修整边底

6、。,10m3,2.28,63.84 ,0,024,1-2-2,人工挖土方-2米以外普通土,10m3,3.49,97.72 ,0,025,1-2-3,人工挖土方-2米以内坚土,10m3,4.35,121.80 ,0,026,1-2-4,人工挖土方-2米以外坚土,10m3,5.56,155.68 ,0,027,1-2-5,人工挖土方-6米以内坚土,挖土，装土(装淤泥流砂)，修整边底。,10m3,6.41,179.48 ,0,028,1-2-6,人工挖土方-6米以外坚土,10m3,6.98,195.44 ,0,029,1-2-7,人工挖土方-淤泥流砂,10m3,11,308.00 ,0,0,人工挖冻

7、土,30,1-2-8,人工挖冻土厚0.5m内-人工开挖,1、挖冻土，弃冻土、修整边底。2、人工打眼，装药爆破，挖冻土，弃冻土，修整边底。,10m3,13.44,376.32 ,0,031,1-2-9,人工挖冻土厚0.5m内-爆破后人工开挖,10m3,3.95,110.60 ,27.64,0,人工挖沟槽,32,1-2-10,人工挖沟槽-2米内普通土,1、挖土，弃土于槽边1米以外，修整边底。2、槽底夯实。,10m3,3.22,90.16 ,0,0.4333,1-2-11,人工挖沟槽-2米外普通土,10m3,4.39,122.92 ,0,0.1934,1-2-12,人工挖沟槽-2米内坚土,10m3,

8、6.35,177.80 ,0,0.4335,1-2-13,人工挖沟槽-4米内坚土,10m3,7.15,200.20 ,0,0.1936,1-2-14,人工挖沟槽-6米内坚土,10m3,8.09,226.52 ,0,0.1237,1-2-15,人工挖沟槽-6米外坚土,10m3,8.8,246.40 ,0,0.07,人工挖地坑,38,1-2-16,人工挖地坑-2米内普通土,1、挖土，弃土于坑边1米以餐，修整边底。2、坑底夯实。,10m3,3.57,99.96 ,0,1.2539,1-2-17,人工挖地坑-2米外普通土,10m3,4.78,133.84 ,0,0.640,1-2-18,人工挖地坑-2

9、米内坚土,10m3,7.14,199.92 ,0,1.2541,1-2-19,人工挖地坑-4米外坚土,10m3,8.05,225.40 ,0,0.642,1-2-20,人工挖地坑-6米内坚土,10m3,8.99,251.72 ,0,0.3843,1-2-21,人工挖地坑-6米外坚土,10m3,9.7,271.60 ,0,0.29,人工挖桩孔,44,1-2-22,人工挖桩孔-8米内普通土,1、挖土，提土，弃土于孔口1米以外，修整边底。2、孔内照明，搭拆安全架子。,10m3,9.58,268.24 ,25.29,045,1-2-23,人工挖桩孔-8米内坚土,10m3,15.58,436.24 ,4

10、1.13,046,1-2-24,人工挖桩孔-12米内普通土,10m3,12.98,363.44 ,34.27,047,1-2-25,人工挖桩孔-12米内坚土,10m3,20.53,574.84 ,54.2,048,1-2-26,人工挖桩孔-16米内普通土,10m3,16.87,472.36 ,44.54,049,1-2-27,人工挖桩孔-16米内坚土,10m3,26.69,747.32 ,70.46,050,1-2-28,人工挖桩孔-16米外普通土,10m3,19.47,545.16 ,51.4,051,1-2-29,人工挖桩孔-16米外坚土,10m3,30.8,862.40 ,81.31,0

11、,人工凿岩石,52,1-2-30,人工凿岩石石方-松石,凿石，打碎，弃渣于槽边1米以外，修整边底。,10m3,7.17,200.76 ,0,053,1-2-31,人工凿岩石石方-坚石,10m3,16.12,451.36 ,0,054,1-2-32,人工凿岩石沟槽-松石,10m3,8.49,237.72 ,0,055,1-2-33,人工凿岩石沟槽-坚石,10m3,22.85,639.80 ,0,056,1-2-34,人工凿岩石地坑-松石,凿石，打碎，弃渣于坑边1米外，修整边底；凿石，提渣，弃渣于孔口1米以外，修整边底，孔内照明，搭拆安全架子。,10m3,11.78,329.84 ,0,057,1

12、-2-35,人工凿岩石地坑-坚石,10m3,34.4,963.20 ,0,058,1-2-36,人工凿岩石桩孔-松石,10m3,35.23,986.44 ,93.01,0,人工修整爆破后基底与边坡,59,1-2-37,人工修整爆破后基底石方-松石,人工修整石方爆破后的基底，清出石渣。,10m2,2.22,62.16 ,0,060,1-2-38,人工修整爆破后基底石方-坚石,10m2,5.72,160.16 ,0,061,1-2-39,人工修整爆破后基底沟槽、地坑-松石,10m2,2.69,75.32 ,0,062,1-2-40,人工修整爆破后基底沟槽、地坑-坚石,10m2,6.37,178.3

13、6 ,0,063,1-2-41,人工修整爆破后边坡-松石,人工修整石方爆破后的边坡，清出石渣。,10m2,1.42,39.76 ,0,064,1-2-42,人工修整爆破后边坡-坚石,10m2,3.92,109.76 ,0,0,人工运土方,65,1-2-43,人工运土方运距20米内,装土，运土，卸土或淤泥，平整。,10m3,1.96,54.88 ,0,066,1-2-44,人工运土方200米内每增运20米,10m3,0.44,12.32 ,0,067,1-2-45,人工运淤泥流砂运距20米内,10m3,4.4,123.20 ,0,068,1-2-46,人工运淤泥流砂200米内每增运20米,10m

14、3,0.66,18.48 ,0,069,1-2-47,人力车运土方运距50米内,10m3,1.58,44.24 ,0,070,1-2-48,人力车运土方500米内每增运50米,10m3,0.25,7.00 ,0,071,1-2-49,人力车运淤泥流砂运距50米内,10m3,3.55,99.40 ,0,072,1-2-50,人力车运淤泥流砂500米内每增运50米,10m3,0.38,10.64 ,0,0,人工清运石渣,73,1-2-51,人工清运石渣-人工运距20米内,1、挖渣，装渣，运渣，卸渣，平整。2、挖渣，提渣，弃渣于孔口1米以外，孔内照明，搭拆安全架子。,10m3,4.65,130.20

15、 ,0,074,1-2-52,人工清运石渣-人工200米内每增运20米,10m3,0.85,23.80 ,0,075,1-2-53,人工清运石渣-人力车运距50米内,10m3,4.21,117.88 ,0,076,1-2-54,人工清运石渣-人力车500米内每增运50米,10m3,0.55,15.40 ,0,077,1-2-55,人工清运石渣-桩孔人工出渣,10m3,6.78,189.84 ,17.9,0,人工装车,78,1-2-56,人工装车-土方,装车,清理车下余土。,10m3,1.56,43.68 ,0,079,1-2-57,人工装车-石渣,10m3,2.09,58.52 ,0,0,适用

16、于已经开挖出的土石方的装车,三、机械土石方 1-3-*,推土机推土方,80,1-3-1,推土机推土方-运距20米内普通土,1、推土，弃土、平整。2、工作面的排水，清理机下余土，维护行驶道路。,10m3,0.06,1.68 ,0,9.1281,1-3-2,推土机推土方-运距20米内坚土,10m3,0.06,1.68 ,0,11.882,1-3-3,推土机推土方-100米内每增运20米,10m3,0,0.00 ,0,6.44,装载机装运土方,83,1-3-4,装载机装运土方-运距20米内,1、装运土，弃土，平整。2、工作面内排水，清理机下余土，维护行驶道路。,10m3,0.06,1.68 ,0,9

17、.4684,1-3-5,装载机装运土方-200米内每增运20米,10m3,0,0.00 ,0,2.76,铲运机铲运土方,85,1-3-6,铲运机铲运土方-运距200米内普通土,1、铲运土，弃土，平整。2、工作面内排水，清理机下余土，维护行驶道路。,10m3,0.06,1.68 ,0.09,19.4286,1-3-7,铲运机铲运土方-运距200米内坚土,10m3,0.06,1.68 ,0.09,25.6487,1-3-8,铲运机铲运土方-500米内每增运100米,10m3,0,0.00 ,0,5.64,挖掘机挖土方,88,1-3-9,挖掘机挖土方-普通土,1、挖土，弃土于1米以外。2、工作面内排

18、水，清理机下余土，维护行驶道路。,10m3,0.06,1.68 ,0,13.7489,1-3-10,挖掘机挖土方-坚土,10m3,0.06,1.68 ,0,17.3390,1-3-11,挖掘机挖土方-淤泥流砂,10m3,0.32,8.96 ,0,34.8691,1-3-12,挖掘机挖沟槽、地坑-普通土,10m3,0.12,3.36 ,0,11.492,1-3-13,挖掘机挖沟槽、地坑-坚土,10m3,0.12,3.36 ,0,12.54,挖掘机挖土、自卸汽车运土,93,1-3-14,挖掘机挖土方自卸车运土,运距1KM以内-普通土,1、挖土，装土，运土，卸土，平整。2、工作面内排水，清理机下余土

19、，维护行驶道路。,10m3,0.09,2.52 ,0.2,72.9694,1-3-15,挖掘机挖土方自卸车运土,运距1KM以内-坚土,10m3,0.09,2.52 ,0.2,88.7495,1-3-16,挖掘机挖自卸车运土1KM以内-沟槽、地坑普通土,10m3,0.12,3.36 ,0.2,67.1196,1-3-17,挖掘机挖自卸车运土1KM以内-沟槽、地坑坚土,10m3,0.12,3.36 ,0.2,81.64,人工打孔爆破岩石,97,1-3-18,人工打孔爆破岩石-松石石方,1、打孔，装药，连接导线，爆破。2、警戒，检查，修理工具，撬松大块岩石。,10m3,2.72,76.16 ,22.

20、15,098,1-3-19,人工打孔爆破岩石-坚石石方,10m3,5.99,167.72 ,33.31,099,1-3-20,人工打孔爆破岩石-沟槽、地坑松石,10m3,7.34,205.52 ,55.21,0100,1-3-21,人工打孔爆破岩石-沟槽、地坑坚石,10m3,15.49,433.72 ,84.82,0,机械打孔爆破岩石,101,1-3-22,机械打孔爆破岩石-松石石方,1、打孔，装药，连接导线，爆破。2、警戒，检查，修理工具，撬松大块岩石。,10m3,0.99,27.72 ,28.51,32.65102,1-3-23,机械打孔爆破岩石-坚石石方,10m3,1.59,44.52

21、,51.88,82.39103,1-3-24,机械打孔爆破岩石-沟槽、地坑松石,10m3,2.42,67.76 ,73.06,76.25104,1-3-25,机械打孔爆破岩石-沟槽、地坑坚石,10m3,4.18,117.04 ,126.67,199.98105,1-3-26,机械打孔爆破岩石-桩孔松石,10m3,7.81,218.68 ,121.51,82.45106,1-3-27,机械打孔爆破岩石-桩孔坚石,10m3,16.77,469.56 ,263.32,297.27,控制爆破岩石,107,1-3-28,控制爆破岩石-松石石方,1、打孔，装药，连接导线，覆盖,爆破。2、警戒，检查，修理工

22、具，撬松大块岩石。,10m3,2.26,63.28 ,150.43,37.15108,1-3-29,控制爆破岩石-坚石石方,10m3,3.26,91.28 ,249.27,109.38109,1-3-30,控制爆破岩石-沟槽、地坑松石,10m3,3.23,90.44 ,255.59,83.56110,1-3-31,控制爆破岩石-沟槽、地坑坚石,10m3,5.68,159.04 ,428.38,263,静力爆破岩石,111,1-3-32,静力爆破坚石-石方,打孔，膨胀剂拌合与装填，风镐二次破碎。,10m3,17.18,481.04 ,1927.73,1416.6112,1-3-33,静力爆破坚石

23、-沟槽、地坑,10m3,19.08,534.24 ,2141.94,1574.22,机械破碎岩石,113,1-3-34,风镐破碎岩石-松石桩孔,1、风镐破碎岩石。2、桩孔内照明，搭拆安全架子。,10m3,33.77,945.56 ,89.15,2441.5114,1-3-35,风镐破碎岩石-坚石桩孔,10m3,48.24,1350.72 ,127.35,3488.25115,1-3-36,风镐破碎岩石-鼓石,10m3,15.2,425.60 ,0,1098.99116,1-3-37,液压锤破碎岩石-松石石方,装卸机头，机械移动，破碎岩石。,10m3,0.62,17.36 ,0,519.2711

24、7,1-3-38,液压锤破碎岩石-坚石石方,10m3,0.63,17.64 ,0,655.92118,1-3-39,液压锤破碎岩石-沟槽、地坑松石石方,10m3,0.64,17.92 ,0,628.59119,1-3-40,液压锤破碎岩石-沟槽、地坑坚石石方,10m3,0.65,18.20 ,0,792.57,（十一）机械清运石渣,120,1-3-41,推土机推石渣-运距20米以内,推渣，弃渣，平整。挖渣，装渣，运渣，平整。工作面内排水，清理机下余渣，维护行驶道路。,10m3,0.08,2.24 ,0,28.96121,1-3-42,推土机推石渣-100米以内每增运20米,10m3,0,0.0

25、0 ,0,19.84122,1-3-43,挖掘机挖集石渣,推渣，弃渣，平整。挖渣，装渣，运渣，平整。工作面内排水，清理机下余渣，维护行驶道路。,10m3,0.08,2.24 ,0,36.38123,1-3-44,挖掘机挖石渣,自卸车运石渣,运距1KM以内,10m3,0.11,3.08 ,0.2,141.49,（十二）机械装车,124,1-3-45,装载机装土方,铲土，装车，清理机下余土。,10m3,0.06,1.68 ,0,9.11125,1-3-46,装载机装石方,10m3,0.08,2.24 ,0,18.21126,1-3-47,挖掘机装土方,10m3,0.06,1.68 ,0,8.381

26、27,1-3-48,挖掘机装石方,10m3,0.08,2.24 ,0,18.28,（十三）机动翻斗车运土石方,128,1-3-49,机动翻斗车运土方100m内,运土、卸土,10m3,0.00 ,0,50.56129,1-3-50,机动翻斗车运土方500内增运100m,10m3,0.00 ,0,6.95130,1-3-51,机动翻斗车运石方100m内,10m3,0.00 ,0,153.78131,1-3-52,机动翻斗车运石方500内增运100m,10m3,0.00 ,0,18.42,（十四）拖拉机运土石方,132,1-3-53,拖拉机运土方1km内,运土、卸土,10m3,0.00 ,0,83.

27、7133,1-3-54,拖拉机运土方增运1km,10m3,0.00 ,0,9.97134,1-3-55,拖拉机运石方1km内,10m3,0.00 ,0,172.17135,1-3-56,拖拉机运石方增运1km,10m3,0.00 ,0,20.15,（十五）自卸车运土石方,136,1-3-57,自卸车运输土方,运距1KM以内,运土,卸土,平整,维护行驶道路.,10m3,0.03,0.84 ,0.2,45.52137,1-3-58,自卸车运输土方,每增运1KM,10m3,0.00 ,0,4.36138,1-3-59,自卸车运输石方,运距1KM以内,10m3,0.03,0.84 ,0.2,81.25139,1-3-60,自卸车运输石方,每增运1KM,10m3,0.00 ,0,15.25,（十六）垂直运输土石方,140,1-3-61,垂直运输机械运输土方,安装井架,搭设便道,15米以内垂直运输,20米以内人力水平运输,卸土,平整.,10m3,0.33,9.24 ,0,15.07141,1-3-62,垂直运输机械运输石方,10m3,0.56,15.68 ,0,25.43,（十七）运输钻孔桩泥浆,142,1-3-63,运输钻孔桩泥浆运距5KM以内,泥浆装车,运输，卸车,清理场地.,10m3,6.43,180.0