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一-1人工挖一般土方适用范围:一般土方开挖工作内容:挖松、就近堆放单位:100m3Ⅰ~ⅡⅢⅣ工长工时0.81.62.7高级工工时中级工工时初级工工时41.280.3134.5合计工时4281.9137.2零星材料费%555100011000210003一-2人工挖冻土方工作内容:1.人力开挖:挖冻土。2.松动爆破:掏眼、装药、填塞、爆破、安全处理及挖土等。单位:100m3≤4040人力开挖松动爆破工长工时10.53.12.5高级工工时中级工工时初级工工时514.5150.9120.018.2合计工时525.0154.0122.518.2零星材料费%22炸药Kg10装运卸50m单位厚度(cm)单位项目土类级别编号增运50m项目雷管个15导火线m50其他材料费%2胶轮车台时74.0010.410004100051000610007一-3人工挖一般土方人力挑抬运输适用范围:一般土方挖运.工作内容:挖土、装筐、运卸、空回。单位:100m3Ⅰ~ⅡⅢⅣⅠ~ⅡⅢⅣ工长工时3.34.45.8高级工工时中级工工时初级工工时163.3217.5286.118.220.321.7合计工时166.6221.9291.918.220.321.7零星材料费%222100081000910010100111001210013一-4人工挖一般土方胶轮车运输适用范围:开挖、填筑一般土方。工作内容:挖土、装车、重运、卸车、空回。单位:100m3Ⅰ~ⅡⅢⅣ增运10m土类级别土类级别编号编号项目单位挖装运≤20m土类级别项目单位挖装运≤20m增运50m工长工时2.73.85.2高级工工时中级工工时初级工工时131.7187.3254.518.2合计工时134.4191.1259.718.2零星材料费%222胶轮车台时56.0065.2074.0010.4010014100151001610017一-5人工挖倒沟槽土方工作内容:挖土、修底、将土倒运到槽边两侧0.5m以外。单位:100m3≤11~1.51~1.51.5~22~31~1.51.5~22~33~4工长工时2.62.52.52.93.32.52.83.33.8高级工工时中级工工时初级工工时125.5124.9123.5139.9161.9121.4137.9159.8187.3合计工时128.1127.4126.0142.8165.2123.9140.7163.1191.1零星材料费%444444444100181001910020100211002210023100241002510026单位:100m3编号项目单位上口宽度(m)≤11~22~4深度(m)(1)Ⅰ~Ⅱ类土编号项目单位(2)Ⅲ类土上口宽度(m)≤11~1.51~1.51.5~22~31~1.51.5~22~33~4工长工时4.24.24.14.55.04.04.44.95.5高级工工时中级工工时初级工工时207.9205.1202.4220.2244.9198.3216.1240.8271.7合计工时212.1209.3206.5224.7249.9202.3220.5245.7277.2零星材料费%333333333100271002810029100301003110032100331003410035单位:100m3≤11~1.51~1.51.5~22~31~1.51.5~22~33~4工长工时6.66.46.36.77.36.26.67.17.8高级工工时中级工工时初级工工时321.0314.2309.4328.6355.3302.5321.7347.8382.1合计工时327.6320.6315.7335.3362.6308.7328.3354.9389.9零星材料费%222222222100361003710038100391004010041100421004310044Ⅰ~Ⅱ类土工时30.832.915.415.416.88.48.49.811.2Ⅲ类土工时42.746.221.021.723.111.211.913.315.4编号项目单位项目单位编号(3)Ⅳ类土≤11~22~4上口宽度(m)≤11~22~4深度(m)深度(m)注:1.本定额按上口宽规定了一定深度,超过此深度本定额不适用,应采取其他施工方法;2.本定额不包括修边,如需要修边时,不同上口宽度不同土质类别,修边工时按下表增加:Ⅳ类土工时67.272.832.934.336.418.218.921.024.5一-6人工挖沟槽土方人力挑抬运输单位:100m3挖土挖运10m挖土挖运10m挖土挖运10m工长工时1.43.91.33.81.23.7高级工工时中级工工时初级工工时67.9192.861.7186.657.6182.518.2合计工时69.3196.763.0190.458.8186.218.2零星材料费%82828210045100461004710048100491005010051单位:100m3挖土挖运10m挖土挖运10m挖土挖运10m工长工时2.95.62.65.42.55.3高级工工时中级工工时初级工工时139.9274.4129.7264.1124.2258.620.3合计工时142.8280.0132.3269.5126.7263.920.3零星材料费%424242≤1上口宽度(m)(1)Ⅰ~Ⅱ类土编号工作内容:1.挖土:挖土修底。2.挖运:挖土、装筐、挑(抬)运、修底。增运10m2~41~2上口宽度(m)项目单位项目单位(2)Ⅲ类土增运10m≤11~22~410052100531005410055100561005710058单位:100m3挖土挖运10m挖土挖运10m挖土挖运10m工长工时4.97.94.67.54.47.3高级工工时中级工工时初级工工时240.8385.5223.6368.4213.3358.121.7合计工时245.7393.4228.2375.9217.7365.421.7零星材料费%22222210059100601006110062100631006410065注:本定额不包括修边,如需要修边时,采用一-9节人工挖渠道土方挑(抬)运土定额。一-7人工挖倒柱坑土方工作内容:挖土、修底、将土倒运至槽边两侧0.5m以外。单位:100m3≤1.51.5~2≤1.51.5~22~3≤1.51.5~22~33~4工长工时2.73.02.62.93.42.62.93.33.9高级工工时中级工工时初级工工时131.0147.5126.9144.1166.0125.5142.0164.0191.4编号10~20深度(m)项目单位上口宽度(m)增运10m≤11~22~4(3)Ⅳ类土编号(1)Ⅰ~Ⅱ类土项目单位上口面积(m)≤55~10合计工时133.7150.5129.5147.0169.4128.1144.9167.3195.3零星材料费%333333333100661006710068100691007010071100721007310074单位:100m3≤1.51.5~2≤1.51.5~22~3≤1.51.5~22~33~4工长工时4.54.84.34.75.24.24.65.15.7高级工工时中级工工时初级工工时218.8237.4211.3229.8254.5207.2225.7249.7281.3合计工时223.3242.2215.6234.5259.7211.4230.3254.8287.0零星材料费%222222222100751007610077100781007910080100811008210083单位:100m3≤1.51.5~2≤1.51.5~22~3≤1.51.5~22~33~4工长工时6.97.36.77.07.66.56.97.48.1高级工工时中级工工时初级工工时338.9358.1325.8345.1371.8318.3337.5364.3398.6合计工时345.8365.4332.5352.1379.4324.8344.4371.7406.710~20深度(m)5~1010~20深度(m)编号(2)Ⅲ类土项目单位上口面积(m)≤55~10编号(3)Ⅳ类土项目单位上口面积(m)≤5零星材料费%111111111100841008510086100871008810089100901009110092Ⅰ~Ⅱ类土工时23.124.518.218.921.012.612.613.314.7Ⅲ类土工时32.232.925.226.628.717.518.218.920.3Ⅳ类土工时50.451.839.942.045.526.628.029.432.2一-8人工挖柱坑土方人力挑抬运输单位:100m3挖土挖运10m挖土挖运10m挖土挖运10m工长工时1.33.91.33.81.23.8高级工工时中级工工时初级工工时64.5189.361.7187.359.7184.518.2合计工时65.8193.263.0191.160.9188.318.2零星材料费%82828210093100941009510096100971009810099单位:100m3挖土挖运10m挖土挖运10m挖土挖运10m工长工时2.85.52.75.42.65.340~80(2)Ⅲ类土项目单位上口宽度(m)增运10m10~2020~40编号注:本定额不包括修边,如需要修边时,不同上口面积不同土质类别,修边工时按下表增加:工作内容:1.挖土:挖土修底。2.挖运:挖土、装筐、挑(抬)运、修底。(1)Ⅰ~Ⅱ类土编号10~20项目单位上口宽度(m)增运10m20~4040~80高级工工时中级工工时初级工工时137.2271.7131.7266.2125.5260.020.3合计工时140.0277.2134.4271.6128.1265.320.3零星材料费%42424210100101011010210103101041010510106单位:100m3挖土挖运10m挖土挖运10m挖土挖运10m工长工时4.87.84.67.64.47.4高级工工时中级工工时初级工工时236.0380.7226.4371.1216.8361.521.7合计工时240.8388.5231.0378.7221.2368.921.7零星材料费%22222210107101081010910110101111011210113Ⅰ~Ⅱ类土工时Ⅲ类土工时Ⅳ类土工时一-9人工挖渠道土方人力挑抬运输单位:100m315.4工作内容:1.挖土:挖土、挖土修底。2.挖运:挖土、装筐、挑(抬)运、修底。(1)Ⅰ~Ⅱ类土32.29.814.022.4编号注:本定额不包括修边,如需要修边时,不同上口面积不同土质类别,修边工时按下表增加:14.720.39.87.0编号(3)Ⅳ类土项目单位上口宽度(m)增运10m10~2020~4040~80挖土挖运10m挖土挖运10m挖土挖运10m挖土挖运10m挖土挖运10m工长工时2.34.81.94.41.64.21.44.01.33.8高级工工时中级工工时初级工工时111.1236.091.9216.878.9203.770.0194.163.1188.018.2合计工时113.4240.893.8221.280.5207.971.4198.164.4191.818.2零星材料费%52525252521011410115101161011710118101191012010121101221012310124单位:100m3挖土挖运10m挖土挖运10m挖土挖运10m挖土挖运10m挖土挖运10m工长工时4.16.83.56.33.15.92.85.62.65.4高级工工时中级工工时初级工工时201.0335.5173.6308.0153.0287.4139.3273.7128.3262.720.3合计工时205.1342.3177.1314.3156.1293.3142.1279.3130.9268.120.3零星材料费%
本文标题:57水利部2002《水利建筑工程概算定额》
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