| | | 1-1-1 人工挖土方 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 适用范围:一般土方开挖 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 工作内容:挖土、就近堆放 | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 单位:100m3 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 定额编号 | 10001 | 10002 | 10003 | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 顺序号 | 名 称 | 单位 | 土类级别 | | | | | | | | | | | | | | | | | | | | | | | | | | |
| Ⅰ~Ⅱ | Ⅲ | Ⅳ | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 1 | 人工 | 甲类工 | 工日 | 0.3 | 0.6 | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 2 | 乙类工 | 工日 | 5.5 | 10.9 | 18.1 | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 3 | 合计 | 工日 | 5.8 | 11.5 | 19.1 | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 4 | 其他费用 | % | 5 | 5 | 5 | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | | 1-1-2 人工挖淤泥流砂 | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 工作内容:1.挖淤泥、流砂、就近堆积。 | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 单位:100m3 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 定额编号 | 10004 | 10005 | 10006 | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 顺序号 | 名 称 | 单位 | 一般淤泥 | 淤泥流砂 | 稀泥流砂 | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 1 | 人工 | 甲类工 | 工日 | 1.8 | 2.4 | 3.2 | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 2 | 乙类工 | 工日 | 34.7 | 45.1 | 61.4 | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 3 | 合计 | 工日 | 36.5 | 47.5 | 64.6 | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 4 | 其他费用 | % | 2.8 | 2.2 | 1.6 | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | | 1-1-3 人工挖冻土方 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 工作内容:挖抛冻土、修正底边、弃土于槽、坑1m以外。 | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 单位:100m3 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 定额编号 | 10007 | 10008 | 10009 | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 顺序号 | 名 称 | 单位 | 人工挖冻土(厚度m) | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 0.5m以内 | 0.5-1.0m | 1.0m以上 | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 1 | 人工 | 甲类工 | 工日 | 6 | 8.6 | 9.7 | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 2 | 乙类工 | 工日 | 114.4 | 162.7 | 183.8 | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 3 | 合计 | 工日 | 120.4 | 171.3 | 193.5 | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 4 | 其他费用 | % | 1.3 | 0.8 | 0.7 | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | | 1-1-4 人工挖砂礓土 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 工作内容:挖砂礓土,就近堆积。 | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 单位:100m3 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 定额编号 | 10010 | 10011 | 10012 | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 顺序号 | 名 称 | 单位 | 砂礓含量(%) | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 15~30 | 30~50 | 50~60 | 60-70 | | | | | | | | | | | | | | | | | | | | | | | | | |
| 1 | 人工 | 甲类工 | 工日 | 1.3 | 1.6 | 1.8 | 2.1 | | | | | | | | | | | | | | | | | | | | | | | | | |
| 2 | 乙类工 | 工日 | 24.1 | 29.5 | 34.7 | 39 | | | | | | | | | | | | | | | | | | | | | | | | | |
| 3 | 合计 | 工日 | 25.4 | 31.1 | 36.5 | 41.1 | | | | | | | | | | | | | | | | | | | | | | | | | |
| 4 | 其他费用 | % | 3 | 3 | 3 | 3 | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | | 1-1-5 人工水下挖土 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 工作内容:挖土、就近堆积。 | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 单位:100m3 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 定额编号 | 10014 | 10015 | 10016 | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 顺序号 | 名 称 | 单位 | 水下挖土 | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 水深(m) | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 0.2 | 0.4 | 0.6 | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 1 | 人工 | 甲类工 | 工日 | 2.2 | 3.1 | 4.3 | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 2 | 乙类工 | 工日 | 42.7 | 58.2 | 81.6 | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 3 | 合计 | 工日 | 44.9 | 61.3 | 85.9 | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 4 | 其他费用 | % | 2 | 2 | 2 | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | | 1-2-1 人工挖沟槽 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 工作内容:挖土、修边底、抛土于沟边两侧0.5m以外。 | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 单位:100m3 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 定额编号 | 10017 | 10018 | 10019 | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 顺序号 | 名 称 | 单位 | 人工挖沟槽 | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 一、二类土 | 三类土 | 四类土 | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 1 | 人工 | 甲类工 | 工日 | 0.9 | 1.5 | 2.2 | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 2 | 乙类工 | 工日 | 17.2 | 29.1 | 41.6 | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 3 | 合计 | 工日 | 18.1 | 30.6 | 43.8 | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 4 | 其他费用 | % | 4.6 | 3.2 | 2.4 | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | | 1-2-2 人工挖基坑(一、二类土) | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 工作内容:挖土、清理、修底。 | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 单位:100m3 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 定额编号 | 10020 | 10021 | 10022 | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 顺序号 | 名 称 | 单位 | 人工挖基坑(一二类土) | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 深度(m以内) | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 2 | 4 | 6 | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 1 | 人工 | 甲类工 | 工日 | 1.1 | 1.2 | 1.4 | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 2 | 乙类工 | 工日 | 20 | 22.9 | 25.9 | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 3 | 合计 | 工日 | 21 | 24.1 | 27.3 | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 4 | 其他费用 | % | 4.5 | 4.4 | 4.3 | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | | 1-2-3 人工挖基坑(三类土) | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 工作内容:挖土、清理、修底。 | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 单位:100m3 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 定额编号 | 10023 | 10024 | 10025 | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 顺序号 | 名 称 | 单位 | 人工挖基坑(三类土) | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 深度(m以内) | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 2 | 4 | 6 | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 1 | 人工 | 甲类工 | 工日 | 1.8 | 2.2 | 2.6 | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 2 | 乙类工 | 工日 | 35 | 40.9 | 49.2 | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 3 | 合计 | 工日 | 36.8 | 43.1 | 51.8 | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 4 | 其他费用 | % | 3.3 | 3.2 | 3.1 | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | | 1-2-4 人工挖基坑(四类土) | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 工作内容:挖土、清理、修底。 | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 单位:100m3 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 定额编号 | 10026 | 10027 | 10028 | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 顺序号 | 名 称 | 单位 | 人工挖基坑(四类土) | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 深度(m以内) | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 2 | 4 | 6 | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 1 | 人工 | 甲类工 | 工日 | 2.7 | 3.1 | 3.7 | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 2 | 乙类工 | 工日 | 51.6 | 59.5 | 70.7 | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 3 | 合计 | 工日 | 54.3 | 62.6 | 74.4 | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 4 | 其他费用 | % | 2.2 | 2.1 | 2 | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | | 1-2-5 人工挖沟渠(一、二类土) | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 工作内容:挖土、清理、修边底。 | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 单位:100m3 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 定额编号 | 10029 | 10030 | 10031 | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 顺序号 | 名 称 | 单位 | 人工挖沟渠(一二类土) | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 上口宽(m以内) | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 4 | 8 | 16 | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 1 | 人工 | 甲类工 | 工日 | 1.1 | 1 | 0.9 | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 2 | 乙类工 | 工日 | 21 | 20 | 18 | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 3 | 合计 | 工日 | 22.1 | 21 | 18.9 | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 4 | 其他费用 | % | 4.2 | 4 | 3.8 | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | | 1-2-6 人工挖沟渠(三类土) | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 工作内容:挖土、清理、修边底。 | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 单位:100m3 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 定额编号 | 10032 | 10033 | 10034 | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 顺序号 | 名 称 | 单位 | 人工挖沟渠(三类土) | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 上口宽(m以内) | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 4 | 8 | 16 | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 1 | 人工 | 甲类工 | 工日 | 1.8 | 1.7 | 1.5 | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 2 | 乙类工 | 工日 | 35.1 | 31.6 | 29.4 | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 3 | 合计 | 工日 | 36.9 | 33.3 | 30.9 | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 4 | 其他费用 | % | 4.1 | 4 | 3.9 | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | | 1-2-7 人工挖沟渠(四类土) | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 工作内容:挖土、清理、修边底。 | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 单位:100m3 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 定额编号 | 10035 | 10036 | 10037 | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 顺序号 | 名 称 | 单位 | 人工挖沟渠(四类土) | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 上口宽(m以内) | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 4 | 8 | 16 | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 1 | 人工 | 甲类工 | 工日 | 2.9 | 2.5 | 2.3 | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 2 | 乙类工 | 工日 | 54.6 | 47 | 43.3 | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 3 | 合计 | 工日 | 57.5 | 49.5 | 45.6 | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 4 | 其他费用 | % | 3.8 | 3.7 | 3.6 | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | | 1-3-1 爆破土方 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 工作内容:爆破土方:人工掏孔、装药、填塞、爆破、安全处理。 | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 单位:100m3 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 定额编号 | 10038 | 10039 | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 顺序号 | 名 称 | 单位 | 爆破土方 | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 三类土 | 四类土 | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 1 | 人工 | 甲类工 | 工日 | 0.1 | 0.1 | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 2 | 乙类工 | 工日 | 1.2 | 2.1 | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 3 | 合计 | 工日 | 1.3 | 2.2 | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 4 | 材料 | 雷管 | 个 | 15 | 15 | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 5 | 炸药 硝胺2号 | Kg | 10 | 10 | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 6 | 导火线 | m | 50 | 50 | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 7 | 其他费用 | % | 1 | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| | | 1-4-1 清理表土、削放坡及找平 | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 工作内容:1.清理表土:清除采石场,坝基及施工场地等处表层草皮表土,并运20m距离。 | | | | | | | | | | | | | | | | | | | | | | | |
| | | 2.削放坡及找平:厚度在30cm以内的挖土,20m基本运距的运填,最后削坡找平,符合设计要求。 | | | | | | | | | | | | | | | | | | | | | |
| | | 单位:100m3 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 定额编号 | 10040 | 10041 | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 顺序号 | 名 称 | 单位 | 人工清理表土 | 人工削放及找平 | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 1 | 人工 | 甲类工 | 工日 | 0.2 | 0.3 | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 2 | 乙类工 | 工日 | 3.5 | 4.8 | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 3 | 合计 | 工日 | 3.7 | 5.1 | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 4 | 其他费用 | % | 1 | 1 | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 1-5-1 田埂修筑 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 工作内容:筑土、整修、夯实。 | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 单位:100m3 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 定额编号 | 10042 | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 顺序号 | 名 称 | 单位 | 人工清理表土 | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 1 | 人工 | 甲类工 | 工日 | 2.5 | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 2 | 乙类工 | 工日 | 48.5 | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 3 | 合计 | 工日 | 51.0 | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | 工日 | 13.60 | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 4 | 其他费用 | % | 5.0 | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 1-6-1 土地翻耕 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 工作内容:松土。 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 单位:100m3 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 定额编号 | 10043 | 10044 | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 顺序号 | 名 称 | 单位 | 土地翻耕 | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 一、二类土 | 三类土 | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 1 | 人工 | 甲类工 | 工日 | 0.6 | 0.7 | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 2 | 乙类工 | 工日 | 11.4 | 12.8 | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 3 | 合计 | 工日 | 12 | 13.5 | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 4 | 机械 | 拖拉机59Kw | 台班 | 3 | 3.6 | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 5 | 三铧犁 | 台班 | 3 | 3.6 | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 6 | 其他费用 | % | 0.5 | 0.5 | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 1-7-1人工挖、挑、抬运 | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 工作内容:挖装、运输、卸除、空回。 | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 单位:100m3 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 定额编号 | 10045 | 10046 | 10047 | 10048 | | | | | | | | | | | | | | | | | | | | | | | | | |
| 顺序号 | 名 称 | 单位 | 人工挖、运土20m | 每增运50m | | | | | | | | | | | | | | | | | | | | | | | | | |
| 一、二类土 | 三类土 | 四类土 | | | | | | | | | | | | | | | | | | | | | | | | |
| 1 | 人工 | 甲类工 | 工日 | 1.1 | 1.5 | 2 | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 2 | 乙类工 | 工日 | 21.5 | 28.6 | 37.6 | 2.8 | | | | | | | | | | | | | | | | | | | | | | | | | |
| 3 | 合计 | 工日 | 22.6 | 30.1 | 39.6 | 2.8 | | | | | | | | | | | | | | | | | | | | | | | | | |
| 4 | 其他费用 | % | 4.7 | 3.5 | 2.6 | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 1-7-2 人工挖、挑、抬运砂礓土(砂礓含量15%~30%) | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 工作内容:挖装、运输、卸除、空回。 | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 单位:100m3 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 定额编号 | 10049 | 10050 | 10051 | | | | | | | 10052 | 10053 | 10054 | 10055 | 10056 | 10057 | 10058 | | | | | | | | | | | | | |
| 顺序号 | 名 称 | 单位 | 人工挖运礓土(砂含量:15%-30%) | 每增运50m | | | | | | | | | | | | | |
| 挖装起运卸(m) | | | | | | | | | | | | | |
| 0~10 | 10~50 | 50~100 | | | | | | | 100~150 | 150~200 | 200~250 | 250~300 | 300~350 | 350~400 | | | | | | | | | | | | | |
| 1 | 人工 | 甲类工 | 工日 | 1.9 | 2.4 | 3.1 | | | | | | | 3.7 | 4.4 | 5.1 | 6 | 6.9 | 7.8 | | | | | | | | | | | | | | |
| 2 | 乙类工 | 工日 | 35.3 | 46.6 | 59.2 | | | | | | | 70.3 | 82.7 | 97.6 | 113.4 | 131.2 | 147.9 | 17.9 | | | | | | | | | | | | | |
| 3 | 合计 | 工日 | 37.2 | 49 | 62.3 | | | | | | | 74 | 87.1 | 102.7 | 119.4 | 138.1 | 155.7 | 17.9 | | | | | | | | | | | | | |
| 4 | 其他费用 | % | 1.7 | 1.3 | 1.1 | | | | | | | 0.8 | 0.6 | 0.3 | 0.2 | 0.1 | 0.1 | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 1-7-3 人工挖、挑、抬运砂礓土(砂礓含量30%~50%) | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 工作内容:挖装、运输、卸除、空回。 | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 单位:100m3 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 定额编号 | 10059 | 10060 | 10061 | | | | | | | 10062 | 10063 | 10064 | 10065 | 10066 | 10067 | 10068 | | | | | | | | | | | | | |
| 顺序号 | 名 称 | 单位 | 人工挖运礓土(砂含量:30%-50%) | 每增运50m | | | | | | | | | | | | | |
| 挖装起运卸(m) | | | | | | | | | | | | | |
| 0~10 | 10~50 | 50~100 | | | | | | | 100~150 | 150~200 | 200~250 | 250~300 | 300~350 | 350~400 | | | | | | | | | | | | | |
| 1 | 人工 | 甲类工 | 工日 | 1.9 | 2.4 | 3.1 | | | | | | | 3.7 | 4.4 | 5.1 | 6 | 6.9 | 7.8 | | | | | | | | | | | | | | |
| 2 | 乙类工 | 工日 | 35.3 | 46.6 | 59.2 | | | | | | | 70.3 | 82.7 | 97.6 | 113.4 | 131.2 | 147.9 | 17.9 | | | | | | | | | | | | | |
| 3 | 合计 | 工日 | 37.2 | 49 | 62.3 | | | | | | | 74 | 87.1 | 102.7 | 119.4 | 138.1 | 155.7 | 17.9 | | | | | | | | | | | | | |
| 4 | 其他费用 | % | 1.7 | 1.3 | 1.1 | | | | | | | 0.8 | 0.6 | 0.3 | 0.2 | 0.1 | 0.1 | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 1-7-4 人工挖、挑、抬运砂礓土(砂礓含量50%~60%) | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 工作内容:挖装、运输、卸除、空回。 | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 单位:100m3 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 定额编号 | 10069 | 10070 | 10071 | | | | | | | 10072 | 10073 | 10074 | 10075 | 10076 | 10077 | 10078 | | | | | | | | | | | | | |
| 顺序号 | 名 称 | 单位 | 人工挖运礓土(砂含量:50%-60%) | 每增运50m | | | | | | | | | | | | | |
| 挖装起运卸(m) | | | | | | | | | | | | | |
| 0~10 | 10~50 | 50~100 | | | | | | | 100~150 | 150~200 | 200~250 | 250~300 | 300~350 | 350~400 | | | | | | | | | | | | | |
| 1 | 人工 | 甲类工 | 工日 | 1.9 | 2.4 | 3.1 | | | | | | | 3.7 | 4.4 | 5.1 | 6 | 6.9 | 7.8 | | | | | | | | | | | | | | |
| 2 | 乙类工 | 工日 | 35.3 | 46.6 | 59.2 | | | | | | | 70.3 | 82.7 | 97.6 | 113.4 | 131.2 | 147.9 | 17.9 | | | | | | | | | | | | | |
| 3 | 合计 | 工日 | 37.2 | 49 | 62.3 | | | | | | | 74 | 87.1 | 102.7 | 119.4 | 138.1 | 155.7 | 17.9 | | | | | | | | | | | | | |
| 4 | 其他费用 | % | 1.7 | 1.3 | 1.1 | | | | | | | 0.8 | 0.6 | 0.3 | 0.2 | 0.1 | 0.1 | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 1-7-5 人工挖、挑、抬运砂礓土(砂礓含量60%~70%) | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 工作内容:挖装、运输、卸除、空回。 | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 单位:100m3 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 定额编号 | 10079 | 10080 | 10081 | | | | | | | 10082 | 10083 | 10084 | 10085 | 10086 | 10087 | 10088 | | | | | | | | | | | | | |
| 顺序号 | 名 称 | 单位 | 人工挖运礓土(砂含量:60%-70%) | 每增运50m | | | | | | | | | | | | | |
| 挖装起运卸(m) | | | | | | | | | | | | | |
| 0~10 | 10~50 | 50~100 | | | | | | | 100~150 | 150~200 | 200~250 | 250~300 | 300~350 | 350~400 | | | | | | | | | | | | | |
| 1 | 人工 | 甲类工 | 工日 | 1.9 | 2.4 | 3.1 | | | | | | | 3.7 | 4.4 | 5.1 | 6 | 6.9 | 7.8 | | | | | | | | | | | | | | |
| 2 | 乙类工 | 工日 | 35.3 | 46.6 | 59.2 | | | | | | | 70.3 | 82.7 | 97.6 | 113.4 | 131.2 | 147.9 | 17.9 | | | | | | | | | | | | | |
| 3 | 合计 | 工日 | 37.2 | 49 | 62.3 | | | | | | | 74 | 87.1 | 102.7 | 119.4 | 138.1 | 155.7 | 17.9 | | | | | | | | | | | | | |
| 4 | 其他费用 | % | 1.7 | 1.3 | 1.1 | | | | | | | 0.8 | 0.6 | 0.3 | 0.2 | 0.1 | 0.1 | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 1-7-6 人工挖、运砂一般淤泥 | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 工作内容:挖装、运输、卸除、空回、洗刷工具。 | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 单位:100m3 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 定额编号 | 10089 | 10090 | 10091 | | | | | | | 10092 | 10093 | 10094 | 10095 | 10096 | 10097 | 10098 | 10098 | | | | | | | | | | | | |
| 顺序号 | 名 称 | 单位 | 人工挖运一般淤泥 | 每增运10m | | | | | | | | | | | | |
| 挖装运(m) | | | | | | | | | | | | |
| 0~10 | 10~20 | 20~30 | | | | | | | 30~40 | 40~50 | 50~60 | 60~70 | 70~80 | 80~90 | 90~100 | | | | | | | | | | | | |
| 1 | 人工 | 甲类工 | 工日 | 1.9 | 2.4 | 3.1 | | | | | | | 3.7 | 4.4 | 5.1 | 6 | 6.9 | 7.8 | | | | | | | | | | | | | | |
| 2 | 乙类工 | 工日 | 35.3 | 46.6 | 59.2 | | | | | | | 70.3 | 82.7 | 97.6 | 113.4 | 131.2 | 147.9 | 17.9 | 17.9 | | | | | | | | | | | | |
| 3 | 合计 | 工日 | 37.2 | 49 | 62.3 | | | | | | | 74 | 87.1 | 102.7 | 119.4 | 138.1 | 155.7 | 17.9 | 17.9 | | | | | | | | | | | | |
| 4 | 其他费用 | % | 1.7 | 1.3 | 1.1 | | | | | | | 0.8 | 0.6 | 0.3 | 0.2 | 0.1 | 0.1 | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 1-7-7 人工挖、运淤泥流砂 | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 工作内容:挖装、运输、卸除、空回、洗刷工具。 | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 单位:100m3 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 定额编号 | 10100 | 10101 | 10102 | 10103 | 10104 | 10105 | 10106 | 10107 | 10108 | 10109 | 10110 | | | | | | | | | | | | | | | | | | |
| 顺序号 | 名 称 | 单位 | 人工挖运淤泥流沙 | 每增运10m | | | | | | | | | | | | |
| 挖装运(m) | | | | | | | | | | | | |
| 0~10 | 10~20 | 20~30 | 30~40 | 40~50 | 50~60 | 60~70 | 70~80 | 80~90 | 90~100 | | | | | | | | | | | | | | | | | | |
| 1 | 人工 | 甲类工 | 工日 | 1.9 | 2.4 | 3.1 | 3.7 | 4.4 | 5.1 | 6 | 6.9 | 7.8 | | | | | | | | | | | | | | | | | | | | |
| 2 | 乙类工 | 工日 | 35.3 | 46.6 | 59.2 | 70.3 | 82.7 | 97.6 | 113.4 | 131.2 | 147.9 | 17.9 | | | | | | | 17.9 | | | | | | | | | | | | |
| 3 | 合计 | 工日 | 37.2 | 49 | 62.3 | 74 | 87.1 | 102.7 | 119.4 | 138.1 | 155.7 | 17.9 | | | | | | | 17.9 | | | | | | | | | | | | |
| 4 | 其他费用 | % | 1.7 | 1.3 | 1.1 | 0.8 | 0.6 | 0.3 | 0.2 | 0.1 | 0.1 | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 1-8-1人工装双胶轮车运土 | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 工作内容:挖装、运输、卸除、空回。 | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 单位:100m3 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 定额编号 | 10111 | 10112 | 10113 | 10114 | | | | | | | | | | | | | | | | | | | | | | | | | |
| 顺序号 | 名 称 | 单位 | 挖装运≤20m | 增运 50m | | | | | | | | | | | | | | | | | | | | | | | | | |
| 土类级别 | | | | | | | | | | | | | | | | | | | | | | | | |
| Ⅰ~Ⅱ | Ⅲ | Ⅳ | | | | | | | | | | | | | | | | | | | | | | | | |
| 1 | 人工 | 甲类工 | 工日 | 0.9 | 1.3 | 1.8 | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 2 | 乙类工 | 工日 | 17.6 | 25.1 | 34.1 | 2.3 | | | | | | | | | | | | | | | | | | | | | | | | | |
| 3 | 合计 | 工日 | 18.5 | 26.4 | 35.9 | 2.3 | | | | | | | | | | | | | | | | | | | | | | | | | |
| | 机械 | 双胶轮车 | 台班 | 13.6 | 15.9 | 18 | 2.6 | | | | | | | | | | | | | | | | | | | | | | | | | |
| 4 | 其他费用 | % | 4.7 | 3.5 | 2.6 | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 1-8-2人工装机动翻头车运土 | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 适用范围:开挖、填筑一般土方。 | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 工作内容:挖装、运输、卸除、空回。 | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 单位:100m3 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 编号 | 10115 | 10116 | 10117 | 10118 | 10119 | 10120 | | | | | | | | | | | | | | | | | | | | | | | |
| 顺序号 | 名 称 | 单位 | 人工装机动翻斗车运土 | 增运 100m | | | | | | | | | | | | | | | | | |
| 运距(m) | | | | | | | | | | | | | | | | | |
| 1-100 | 100-200 | 200-300 | 300-400 | 400-500 | | | | | | | | | | | | | | | | | | | | | | | |
| 1 | 人工 | 甲类工 | 工日 | 0.9 | 0.9 | 0.9 | 0.9 | 0.9 | | | | | | | | | | | | | | | | | | | | | | | | |
| 2 | 乙类工 | 工日 | 16.6 | 16.6 | 16.6 | 16.6 | 16.6 | | | | | | | 2.3 | | | | | | | | | | | | | | | | | |
| 3 | 合计 | 工日 | 17.5 | 17.5 | 17.5 | 17.5 | 17.5 | | | | | | | 2.3 | | | | | | | | | | | | | | | | | |
| | 机械 | 机动翻斗车1t | 台班 | 3.71 | 4.25 | 4.74 | 5.21 | 5.66 | | | | | | | 2.6 | | | | | | | | | | | | | | | | | |
| 4 | 其他费用 | % | 1.1 | 1 | 1 | 1 | 0.9 | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 1-8-3人工装手扶式拖拉机运土 | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 适用范围:开挖、填筑一般土方。 | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 工作内容:挖装、运输、卸除、空回。 | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 单位:100m3 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 编号 | 10121 | 10122 | 10123 | 10124 | 10125 | 10126 | | | | | | | | | | | | | | | | | | | | | | | |
| 顺序号 | 名 称 | 单位 | 人工装手扶式拖拉机运土 | 增运 100m | | | | | | | | | | | | | | | | | |
| 运距(m) | | | | | | | | | | | | | | | | | |
| 1-100 | 100-200 | 200-300 | 300-400 | 400-500 | | | | | | | | | | | | | | | | | | | | | | | |
| 1 | 人工 | 甲类工 | 工日 | 1 | 1 | 1 | 1 | 1 | | | | | | | | | | | | | | | | | | | | | | | | |
| 2 | 乙类工 | 工日 | 18.1 | 18.1 | 18.1 | 18 | 18.1 | | | | | | | | | | | | | | | | | | | | | | | | |
| 3 | 合计 | 工日 | 19.1 | 19.1 | 19.1 | 19.1 | 19.1 | | | | | | | | | | | | | | | | | | | | | | | | |
| | 机械 | 手扶拖拉机11kw | 台班 | 4.07 | 4.51 | 4.92 | 5.3 | 5.67 | | | | | | | 0.36 | | | | | | | | | | | | | | | | | |
| 4 | 其他费用 | % | 1.1 | 1 | 1 | 1 | 0.9 | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 1-8-4人工装拖拉机运土 | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 适用范围:一般土方。 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 工作内容:挖装、运输、卸除、空回。 | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 单位:100m3 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 编号 | 10127 | 10128 | 10129 | 10130 | 10131 | 10132 | 10133 | | | | | | | | | | | | | | | | | | | | | | |
| 顺序号 | 名称 | 单位 | 人工装拖拉机运土 | 每增运1km | | | | | | | | | | | | | | | | | | | | | | |
| 运距(km) | | | | | | | | | | | | | | | | | | | | | | |
| 0.5-1 | 1-1.5 | 1.5-2 | 2-3 | 3-4 | 4-5 | | | | | | | | | | | | | | | | | | | | | | |
| 1 | 人工 | 甲类工 | 工日 | 1.2 | 1.2 | 1.2 | 1.2 | 1.2 | 1.2 | | | | | | | | | | | | | | | | | | | | | | | |
| 2 | 乙类工 | 工日 | 23.7 | 23.7 | 23.7 | 23.7 | 23.7 | 23.7 | | | | | | | | | | | | | | | | | | | | | | | |
| 3 | 合计 | 工日 | 24.9 | 24.9 | 24.9 | 24.9 | 24.9 | 24.9 | | | | | | | | | | | | | | | | | | | | | | | |
| 4 | 机械 | 拖拉机20kw | 台班 | 5.91 | 6.16 | 7.32 | 8.72 | 10.2 | 11.67 | 1.2 | | | | | | | | | | | | | | | | | | | | | | |
| 5 | 拖拉机26kw | 台班 | 4.72 | 5.13 | 6.12 | 7.11 | 8.16 | 9.2 | 0.72 | | | | | | | | | | | | | | | | | | | | | | |
| 6 | 拖拉机37kw | 台班 | 3.45 | 3.83 | 4.43 | 5.1 | 5.86 | 6.59 | 0.6 | | | | | | | | | | | | | | | | | | | | | | |
| 7 | 其他费用 | % | 0.5 | 0.5 | 0.5 | 0.5 | 0.5 | 0.4 | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 1-8-5人工装自卸汽车运土 | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 适用范围:一般土方。 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 工作内容:挖装、运输、卸除、空回。 | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 单位:100m3 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 编号 | 10134 | 10135 | 10136 | 10137 | 10138 | 10139 | 10140 | 10141 | 10142 | 10143 | 10144 | 10145 | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | |
| | | | 0-0.5 | 0.5-1 | 1-1.5 | 1.5-2 | 2-3 | 3-4 | 4-5 | 5-6 | 6-7 | 7-8 | 8-9 | 9-10 | | | | | | | | | | | | | | | | | |
| 1 | 人工 | 甲类工 | 工日 | 0.9 | 0.9 | 0.9 | 0.9 | 0.9 | 0.9 | 0.9 | 0.9 | 0.9 | 0.9 | 0.9 | 0.9 | | | | | | | | | | | | | | | | | |
| 2 | 乙类工 | 工日 | 16.8 | 16.8 | 16.8 | 16.8 | 16.8 | 16.8 | 16.8 | 16.8 | 16.8 | 16.8 | 16.8 | 16.8 | | | | | | | | | | | | | | | | | |
| 3 | 合计 | 17 | 17.7 | 17.7 | 17.7 | 17.7 | 17.7 | 17.7 | 17.7 | 17.7 | 17.7 | 17.7 | 17.7 | 17.7 | | | | | | | | | | | | | | | | | |
| 4 | 机械 | 推土机59kw | 台班 | 0.06 | 0.06 | 0.06 | 0.06 | 0.06 | 0.06 | 0.06 | 0.06 | 0.06 | 0.06 | 0.06 | 0.06 | | | | | | | | | | | | | | | | | |
| 5 | 自卸汽车3.5t | 台班 | 2.33 | 2.82 | 3.18 | 3.47 | 4.11 | 4.78 | 5.56 | 6.13 | 6.88 | 7.37 | 8.08 | 8.79 | | | | | | | | | | | | | | | | | |
| | 5t | 台班 | 1.87 | 2.18 | 2.42 | 2.6 | 3 | 3.42 | 3.92 | 4.28 | 4.75 | 5.06 | 5.51 | 5.97 | | | | | | | | | | | | | | | | | |
| 6 | 8t | 台班 | 1.6 | 1.81 | 1.97 | 2.09 | 2.37 | 2.65 | 2.98 | 3.23 | 3.55 | 3.76 | 4.07 | 4.38 | | | | | | | | | | | | | | | | | |
| 7 | 其他费用 | % | 0.6 | 0.5 | 0.5 | 0.5 | 0.4 | 0.4 | 0.4 | 0.3 | 0.3 | 0.3 | 0.3 | 0.2 | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 1-8-6人工装载重汽车运土 | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 适用范围:一般土方。 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 工作内容:挖装、运输、卸除、空回。 | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 单位:100m3 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 编号 | 10146 | 10147 | 10148 | 10149 | 10150 | 10151 | 10152 | 10153 | 10154 | 10155 | 10156 | 10157 | | | | | | | | | | | | | | | | | |
| 顺序号 | 名称 | 单位 | 人工载重汽车运土 | | | | | | | | | | | | | | | | | |
| 运距(km) | | | | | | | | | | | | | | | | | |
| 0-0.5 | 0.5-1 | 1-1.5 | 1.5-2 | 2-3 | 38780 | | | | | | | | | | | | | | | | | | | | | | | |
| 1 | 人工 | 甲类工 | 工日 | 1.1 | 1.1 | 1.1 | 1.1 | 1.1 | 1.1 | 1.1 | 1.1 | 1.1 | 1.1 | 1.1 | 1.1 | | | | | | | | | | | | | | | | | |
| 2 | 乙类工 | 工日 | 20.5 | 20.5 | 20.5 | 20.5 | 20.5 | 20.5 | 20.5 | 20.5 | 20.5 | 20.5 | 20.5 | 20.5 | | | | | | | | | | | | | | | | | |
| 3 | 合计 | 工日 | 21.6 | 21.06 | 21.6 | 21.6 | 21.6 | 21.6 | 21.6 | 21.6 | 21.6 | 21.6 | 21.6 | 21.6 | | | | | | | | | | | | | | | | | |
| 4 | 机械 | 载重汽车4t | 台班 | 2.54 | 2.94 | 3.24 | 3.47 | 3.99 | 4.53 | 5.17 | 5.63 | 6.23 | 6.63 | 7.21 | 7.78 | | | | | | | | | | | | | | | | | |
| | 5t | 台班 | 2.32 | 2.64 | 2.87 | 3.05 | 3.46 | 3.88 | 4.38 | 4.74 | 5.21 | 5.52 | 5.97 | 6.42 | | | | | | | | | | | | | | | | | |
| 7 | 其他费用 | % | 0.6 | 0.5 | 0.5 | 0.5 | 0.4 | 0.4 | 0.4 | 0.3 | 0.3 | 0.3 | 0.3 | 0.3 | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 1-9 机械挖运土 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 1-9-1 2.5-2.75m3 拖式铲运机铲运土(一、二类土) | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 适用范围:一般土方。 | | | | | | | | | | | | |
| | | 工作内容:铲装、运送、卸除、空回、转向、土场道路平整、洒水、卸土推平。 | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 单位:100m3 | | | | | | | | | | | | | |
| 编号 | 10158 | 10159 | 10160 | 10161 | 10162 | | | | | | | | | | | | | | | | | | | | | | | | |
| 顺序号 | 名称 | 单位 | 2.5-2.75m3拖式铲运机铲运一、二类土 | | | | | | | | | | | | | | | | | | | | | | | | |
| 护运距离(m) | | | | | | | | | | | | | | | | | | | | | | | | |
| 0-100 | 100-200 | 200-300 | 300-400 | 400-500 | | | | | | | | | | | | | | | | | | | | | | | | |
| 1 | 人工 | 甲类工 | 工日 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 2 | 乙类工 | 工日 | 0.4 | 0.5 | 0.6 | 0.8 | 0.9 | | | | | | | | | | | | | | | | | | | | | | | | |
| 3 | 合计 | 工日 | 0.4 | 0.5 | 0.6 | 0.8 | 0.9 | | | | | | | | | | | | | | | | | | | | | | | | |
| 4 | 机械 | 铲运机 | 台班 | 0.74 | 1.03 | 1.32 | 1.61 | 1.91 | | | | | | | | | | | | | | | | | | | | | | | | |
| 5 | 拖拉机55kw | 台班 | 0.74 | 1.03 | 1.32 | 1.61 | 1.91 | | | | | | | | | | | | | | | | | | | | | | | | |
| 6 | 推拉机55kw | 台班 | 0.05 | 0.07 | 0.09 | 0.11 | 0.13 | | | | | | | | | | | | | | | | | | | | | | | | |
| 7 | 其他费用 | % | 12.8 | 9.9 | 7.8 | 6.4 | 5.4 | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 1-9-2 2.5-2.75m3 拖式铲运机铲运土(三类土) | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 适用范围:一般土方。 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 工作内容:铲装、运送、卸除、空回、转向、土场道路平整、洒水、卸土推平。 | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 单位:100m3 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 编号 | 10163 | 10164 | 10165 | 10166 | 10167 | | | | | | | | | | | | | | | | | | | | | | | | |
| 顺序号 | 名称 | 单位 | 2.5-2.75m3拖式铲运机铲运三类土 | | | | | | | | | | | | | | | | | | | | | | | | |
| 护运距离(m) | | | | | | | | | | | | | | | | | | | | | | | | |
| 0-100 | 100-200 | 200-300 | 300-400 | 400-500 | | | | | | | | | | | | | | | | | | | | | | | | |
| 1 | 人工 | 甲类工 | 工日 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 2 | 乙类工 | 工日 | 0.4 | 0.5 | 0.6 | 0.8 | 0.9 | | | | | | | | | | | | | | | | | | | | | | | | |
| 3 | 合计 | 工日 | 0.4 | 0.5 | 0.6 | 0.8 | 0.9 | | | | | | | | | | | | | | | | | | | | | | | | |
| 4 | 机械 | 铲运机 | 台班 | 0.75 | 1.04 | 1.33 | 1.63 | 1.94 | | | | | | | | | | | | | | | | | | | | | | | | |
| 5 | 拖拉机55kw | 台班 | 0.75 | 1.04 | 1.33 | 1.63 | 1.94 | | | | | | | | | | | | | | | | | | | | | | | | |
| 6 | 推拉机55kw | 台班 | 0.05 | 0.07 | 0.09 | 0.11 | 0.13 | | | | | | | | | | | | | | | | | | | | | | | | |
| 7 | 其他费用 | % | 12.7 | 9.8 | 7.8 | 6.3 | 5.3 | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 1-9-3 2.5-2.75m3 拖式铲运机铲运土(四类土) | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 适用范围:一般土方。 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 工作内容:铲装、运送、卸除、空回、转向、土场道路平整、洒水、卸土推平。 | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 单位:100m3 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 编号 | 10168 | 10169 | 10170 | 10171 | 10172 | | | | | | | | | | | | | | | | | | | | | | | | |
| 顺序号 | 名称 | 单位 | 2.5-2.75m3拖式铲运机铲运四类土 | | | | | | | | | | | | | | | | | | | | | | | | |
| 护运距离(m) | | | | | | | | | | | | | | | | | | | | | | | | |
| 0-100 | 100-200 | 200-300 | 300-400 | 400-500 | | | | | | | | | | | | | | | | | | | | | | | | |
| 1 | 人工 | 甲类工 | 工日 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 2 | 乙类工 | 工日 | 0.4 | 0.5 | 0.6 | 0.8 | 0.9 | | | | | | | | | | | | | | | | | | | | | | | | |
| 3 | 合计 | 工日 | 0.4 | 0.5 | 0.6 | 0.8 | 0.9 | | | | | | | | | | | | | | | | | | | | | | | | |
| 4 | 机械 | 铲运机 | 台班 | 0.84 | 1.19 | 1.54 | 1.87 | 2.22 | | | | | | | | | | | | | | | | | | | | | | | | |
| 5 | 拖拉机55kw | 台班 | 0.84 | 1.19 | 1.54 | 1.87 | 2.22 | | | | | | | | | | | | | | | | | | | | | | | | |
| 6 | 推拉机55kw | 台班 | 0.06 | 0.08 | 0.1 | 0.12 | 0.15 | | | | | | | | | | | | | | | | | | | | | | | | |
| 7 | 其他费用 | % | 11.2 | 8.7 | 6.7 | 5.6 | 4.7 | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 1-9-4 3-4m3 拖式铲运机铲运土(一、二类土) | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 适用范围:一般土方。 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 工作内容:铲装、运送、卸除、空回、转向、土场道路平整、洒水、卸土推平。 | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 单位:100m3 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 编号 | 10173 | 10174 | 10175 | 10176 | 10177 | | | | | | | | | | | | | | | | | | | | | | | | |
| 顺序号 | 名称 | 单位 | 3-4m3拖式铲运机铲运一、二类土 | | | | | | | | | | | | | | | | | | | | | | | | |
| 护运距离(m) | | | | | | | | | | | | | | | | | | | | | | | | |
| 0-100 | 100-200 | 200-300 | 300-400 | 400-500 | | | | | | | | | | | | | | | | | | | | | | | | |
| 1 | 人工 | 甲类工 | 工日 | | | | | 0.1 | | | | | | | | | | | | | | | | | | | | | | | | |
| 2 | 乙类工 | 工日 | 0.4 | 0.5 | 0.6 | 0.8 | 1.0 | | | | | | | | | | | | | | | | | | | | | | | | |
| 3 | 合计 | 工日 | 0.4 | 0.5 | 0.6 | 0.8 | 0.9 | | | | | | | | | | | | | | | | | | | | | | | | |
| 4 | 机械 | 铲运机 | 台班 | 0.65 | 0.92 | 1.19 | 1.47 | 1.75 | | | | | | | | | | | | | | | | | | | | | | | | |
| 5 | 拖拉机55kw | 台班 | 0.65 | 0.92 | 1.19 | 1.47 | 1.75 | | | | | | | | | | | | | | | | | | | | | | | | |
| 6 | 推拉机55kw | 台班 | 0.05 | 0.07 | 0.09 | 0.11 | 0.13 | | | | | | | | | | | | | | | | | | | | | | | | |
| 7 | 其他费用 | % | 9.0 | 6.4 | 4.9 | 4.0 | 3..3 | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 1-9-5 3-4m3 拖式铲运机铲运土(三类土) | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 适用范围:一般土方。 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 工作内容:铲装、运送、卸除、空回、转向、土场道路平整、洒水、卸土推平。 | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 单位:100m3 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 编号 | 10178 | 10179 | 10180 | 10181 | 10182 | | | | | | | | | | | | | | | | | | | | | | | | |
| 顺序号 | 名称 | 单位 | 3-4m3拖式铲运机铲运三类土 | | | | | | | | | | | | | | | | | | | | | | | | |
| 护运距离(m) | | | | | | | | | | | | | | | | | | | | | | | | |
| 0-100 | 100-200 | 200-300 | 300-400 | 400-500 | | | | | | | | | | | | | | | | | | | | | | | | |
| 1 | 人工 | 甲类工 | 工日 | | | | | 0.1 | | | | | | | | | | | | | | | | | | | | | | | | |
| 2 | 乙类工 | 工日 | 0.4 | 0.5 | 0.6 | 0.8 | 1.0 | | | | | | | | | | | | | | | | | | | | | | | | |
| 3 | 合计 | 工日 | 0.4 | 0.5 | 0.6 | 0.8 | 1.1 | | | | | | | | | | | | | | | | | | | | | | | | |
| 4 | 机械 | 铲运机 | 台班 | 0.68 | 0.95 | 1.22 | 1.51 | 1.8 | | | | | | | | | | | | | | | | | | | | | | | | |
| 5 | 拖拉机55kw | 台班 | 0.68 | 0.95 | 1.22 | 1.51 | 1.8 | | | | | | | | | | | | | | | | | | | | | | | | |
| 6 | 推拉机55kw | 台班 | 0.05 | 0.07 | 0.09 | 0.11 | 0.13 | | | | | | | | | | | | | | | | | | | | | | | | |
| 7 | 其他费用 | % | 8.6 | 6.2 | 4.8 | 3.9 | 3.3 | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 1-9-6 3-4m3 拖式铲运机铲运土(四类土) | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 适用范围:一般土方。 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 工作内容:铲装、运送、卸除、空回、转向、土场道路平整、洒水、卸土推平。 | | | | | | | | | | | | | | | | | | | | | | | | |
| | | 单位:100m3 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
| 编号 | 10183 | 10184 | 10185 | 10186 | 10187 | | | | | | | | | | | | | | | | | | | | | | | | |
| 顺序号 | 名称 | 单位 | 3-4m3拖式铲运机铲运四类土 | | | | | | | | | | | | | | | | | | | | | | | | |
| 护运距离(m) | | | | | | | | | | | | | | | | | | | | | | | | |
| 0-100 | 100-200 | 200-300 | 300-400 | 400-500 | | | | | | | | | | | | | | | | | | | | | | | | |
| 1 | 人工 | 甲类工 | 工日 | | | | | 0.1 | | | | | | | | | | | | | | | | | | | | | | | | |
| 2 | 乙类工 | 工日 | 0.4 | 0.5 | 0.6 | 0.8 | 1.0 | | | | | | | | | | | | | | | | | | | | | | | | |
| 3 | 合计 | 工日 | 0.4 | 0.5 | 0.6 | 0.8 | 1.1 | | | | | | | | | | | | | | | | | | | | | | | | |
| 4 | 机械 | 铲运机 | 台班 | 0.75 | 1.08 | 1.41 | 1.72 | 2.05 | | | | | | | | | | | | | | | | | | | | | | | | |
| 5 | 拖拉机55kw | 台班 | 0.75 | 1.08 | 1.41 | 1.72 | 2.05 | | | | | | | | | | | | | | | | | | | | | | | | |
| 6 | 推拉机55kw | 台班 | 0.06 | 0.08 | 0.1 | 0.12 | 0.15 | | | | | | | | | | | | | | | | | | | | | | | | |
| 7 | 其他费用 | % | 7.8 | 5.4 | 4.2 | 3.4 | 2.9 | | | | | | | | | | | | | | | | | | | | | | | | |
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