DB36-T 2180.3-2025 高标准农田建设项目 第3部分：预算定额

DB36江西省地方标准高标准农田建设项目第3部分:预算定额Projectofwell-facilitatedfarmlandconstructionPart3:Budgetquota江西省市场监督管理局发布I VIII IX 12规范性引用文件 13术语和定义 1 15土方工程 2 25.2人工清理表层土 45.3人工修整边坡 45.4人工挖一般土方 55.5人工挖沟槽土方 55.6人工挖柱坑土方 65.7人工挖渠道土方 65.8人工挖竖井土方 75.9人工倒运土 75.10手推式双轮斗车倒运土 85.11人工挖运一般土方 85.12人工挖运淤泥、流沙 95.13人工挖装一般土方手推式双轮斗车运输 95.14人工装土机动翻斗车运输 5.15人工装土自卸式货车运输 5.16推土机清除表层土 5.17推土机推土 5.18挖掘机挖一般土方 5.19长臂挖掘机挖一般土方 5.20挖掘机挖沟槽土方 5.21挖掘机挖渠道土方 5.22挖掘机挖淤泥、流沙 5.23长臂挖掘机挖淤泥、流沙 5.24挖掘机平整土地 5.250.5m3装载机挖运一般土方 5.261m3装载机挖运一般土方 5.271.5m3装载机挖运一般土方 5.280.3m3挖掘机挖装一般土方自卸式货车运输 5.290.6m3挖掘机挖装一般土方自卸式货车运输 5.301m3挖掘机挖装一般土方自卸式货车运输 II5.310.3m3挖掘机挖沟槽土方自卸式货车运输 5.320.6m3挖掘机挖沟槽土方自卸式货车运输 5.331m3挖掘机挖沟槽土方自卸式货车运输 5.340.3m3挖掘机挖渠道土方自卸式货车运输 205.350.6m3挖掘机挖渠道土方自卸式货车运输 205.361m3挖掘机挖渠道土方自卸式货车运输 215.371m3装载机挖装一般土方自卸式货车运输 225.381.5m3装载机挖装一般土方自卸式货车运输 225.390.6m3挖掘机挖装淤泥、流沙自卸式货车运输 235.401m3挖掘机挖装淤泥、流沙自卸式货车运输 235.41土料翻晒 245.42土料翻耕 24 255.44人工回填土料 255.45蛙式夯实机夯实土料 265.46推土机压实土料 265.47振动凸块碾压实土料 276石方工程 27 276.2一般石方开挖人工开凿 286.3一般石方开挖风镐开凿 286.4一般石方开挖液压破碎机开挖 286.5沟槽石方开挖人工开凿 296.6沟槽石方开挖风镐开凿 296.7沟槽石方开挖液压破碎机开挖 6.8基坑石方开挖人工开凿 6.9基坑石方开挖风镐开凿 6.10基坑石方开挖液压破碎机开挖 6.12人工装石渣双轮斗车运输 6.13人工装石渣机动翻斗车运输 6.14推土机推运石渣 6.15挖掘机挖石渣 6.161m3装载机装运石渣 6.171.5m3装载机装运石渣 6.180.3m3挖掘机装石渣自卸式货车运输 6.190.6m3挖掘机装石渣自卸式货车运输 6.201m3挖掘机装石渣自卸式货车运输 6.211m3装载机装石渣自卸式货车运输 6.221.5m3装载机装石渣自卸式货车运输 6.23插筋孔风动凿岩机钻孔 6.24路基拆除 III6.25路面拆除 6.26砖石砌体拆除 6.27混凝土构筑物拆除 7堆砌石工程 40 407.2砂垫层 427.3碎(砾)石垫层 427.4砂石垫层 427.5抛石护底护岸 437.6干砌块石 447.7干砌混凝土预制六角块护坡 447.8格宾(雷诺)石笼护坡护岸 457.9空心自嵌式混凝土砌块护坡 467.10空心混凝土预制六角块护坡 467.11生态袋护坡、挡墙 477.12实心卡锁式混凝土砌块挡墙 477.13水泥砂浆灌砌片石 48 48 497.16浆砌条料石 497.17浆砌混凝土预制块 7.18浆砌混凝土预制六角块 7.20砌体砂浆抹面 7.21推土机压实砂石料 7.22道路垫层 7.23道路基层 7.24泥结碎石路面 8混凝土工程 8.3底板 56 8.8溢流面 8.9护坡护底 IV 8.15渠道衬砌机浇筑渠道 8.16小型抽水泵站 8.17其他混凝土 8.18预制混凝土板 8.19预制混凝土护坡块 8.20预制混凝土板安装 8.21预制U型槽安装 8.22预制矩形渠安装 8.23预制混凝土管安装 8.24钢筋制作安装 8.25止水 708.26渡槽止水 70 718.28伸缩缝 728.29沥青混凝土路面 728.30透层 73 748.32封层 748.33搅拌机拌制混凝土 758.34人工运混凝土 758.35手推式双轮斗车运混凝土 768.36机动翻斗车运混凝土 768.37自卸式货车运混凝土 768.38卷扬机吊运混凝土 778.39手推式双轮斗车运混凝土预制板 778.40手推式双轮斗车运预制U型槽 788.41三轮汽车运混凝土预制板 788.42栏板式货车运输混凝土构件 799模板工程 79 799.2普通标准钢模板 9.3渡槽槽身模板 9.4涵洞模板 9.5边坡模板 9.6复合模板 10农用井工程 10.2农用井成孔松散层I类 10.3农用井成孔松散层II类 10.4农用井成孔松散层III类 V10.5农用井成孔松散层IV类 10.6农用井成孔松散层V类 10.7农用井成孔松散层VI类 10.8农用井成孔松散层VII类 10.9农用井成孔岩层I类 10.10农用井成孔岩层II类 10.11农用井成孔岩层III类 9010.12农用井成孔岩层IV类 9110.13农用井成孔岩层V类 9110.14农用井井管安装钢管 9210.15农用井井管安装铸铁管 9210.16农用井井管安装钢筋混凝土管 9310.17农用井填封 9310.18农用井洗井抽水洗井 94 9510.20冲抓钻造井 9611其他建筑工程 96 96 9711.3人工挖树根、竹根 9711.4履带式推土机推树根 9811.5人工砍灌木林 9811.6人工铲铺草皮 99 9911.8塑料薄膜铺设 11.9土工布铺设 11.13袋装土石围堰 11.18混凝土管道拆除 12设备安装工程 VI12.6配电设备 12.7控制保护系统 12.8计算机监控系统 12.9视频监控系统 12.10开关站设备 12.13电缆支架及电缆桥架安装 12.15保护网及铁构件 12.16螺杆式启闭机 12.17电动葫芦及单轨小车 12.20平板焊接闸门 12.21小型铸铁闸门 12.24拦污栅 12.25小型金属结构 13管线设备安装工程 13.2钢卷管铺设(焊接式连接) 13.3球墨铸铁管铺设(胶圈接口) 13.4预应力混凝土管铺设(胶圈接口) 13.5硬塑管铺设(粘结) 13.6PE管铺设(对接熔接) 13.7平焊法兰(电弧焊安装) 13.9管道试压 14农田地力提升工程 14.3施用石灰 14.7种植绿肥 14.8施有机肥 附录A(规范性)岩土开挖级别划分 附录B(规范性)水文地质钻探地层分类 VII附录C(资料性)混凝土、砂浆配合比材料用量 附录D(资料性)混凝土建筑物立模面积参考系数 参考文献 VIII前言起草。 第1部分:初步设计报告编制规程; 第2部分:工程概算编制规程; 第3部分:预算定额; 第4部分:施工机械台时费定额。请注意本文件的某些内容可能涉及专利。本文件的发布机构不承担识别专利的责任。本文件由江西省农业农村厅提出并归口。本文件起草单位:江西省农业农村产业发展服务中心、中铁水利水电规划设计集团有限公司、江西水利水电大学、上饶市水利电力勘测设计院、江西省国土资源测绘工程总院有限公司。本文件主要起草人:邱会旺、何志亮、王晓凌、徐晨、李沐春、陈卫军、郑少飞、胡石山、翟泽冰、翁发根、刘波、应国华、马成源、周锴、乐雄进、夏翔、刘辉、苏远晖、张永寿、符娜。IX初步设计是高标准农田建设的重要阶段,概算是初步设计文件的重要组成部分。在本文件发布之前,江西省高标准农田建设项目初步设计报告及概算一般是参照水利、建设、国土等部门发布的规程、规定及定额进行编制,导致初步设计报告、概算编制依据不统一、相关表格不规范、投资指标存在差异等,亟需制定农田建设项目初步设计报告编制规程、概算编制规程及配套定额。为规范江西省高标准农田建设项目初步设计报告及概算的编制,统一概算的项目划分、费用构成及计算标准,促进高标DB36/T2180旨在确立普遍适用于高标准农田建设项目的初步设计报告编制、概算编制、预算定额和施工机械台时费定额使用的准则,拟由四个部分构成。 第1部分:初步设计报告编制规程。目的在于确立适用于编制高标准农田建设项目初步设计报告需要遵守的总体原则、规定深度要求。 第2部分:工程概算编制规程。目的在于为高标准农田建设项目的概算编制工作确立原则、描述方法、规定要求。 第3部分:预算定额。目的在于给出预算定额内容信息和说明,确立使用规则。 第4部分:施工机械台时费定额。目的在于给出施工机械台时费定额内容信息和说明,确立使用规则。本文件重点考虑了江西省高标准农田建设的特点,明确了初步设计报告、概算文件的内容,规定了文件的编写和表述。通过条款确立严谨的编写规则,让初步设计报告及概算文件编制者在编制高标准农田建设项目初步设计报告及概算文件时有据可依,从而提高文件的质量和应用效率,促使文件功能的有效发挥,更好地促进高标准农田建设的发展、交流及技术合作。1高标准农田建设项目第3部分:预算定额本文件确立了江西省高标准农田建设项目预算定额使用的总体原则和要求,给出了土方工程、石方工程、堆砌石工程、混凝土工程、模板工程、农用井工程、其他建筑工程、设备安装工程、管线设备安装工程、农田地力提升工程预算定额。本文件适用于江西省高标准农田新建和改造提升项目概算的编制,亦可作为预算编制的参考。其他农田建设项目可参照执行。2规范性引用文件下列文件中的内容通过文中的规范性引用而构成本文件必不可少的条款。其中,注日期的引用文件,仅该日期对应的版本适用于本文件;不注日期的引用文件,其最新版本(包括所有的修改单)适用于本文件。DB36/T2180.2高标准农田建设项目第2部分:工程概算编制规程DB36/T2180.4高标准农田建设项目第4部分:施工机械台时费定额GB/T30600界定的以及下列术语和定义适用于本文件。田块平整、集中连片、设施完善、节水高效、农电配套、宜机作业、土壤肥沃、生态友好、抗灾能力强,与现代农业生产和经营方式相适应的旱涝保收、稳产高产的耕地。为减轻或消除主要限制性因素、全面提高农田综合生产能力而开展的田块整治、灌溉与排水、田间道路、农田防护与生态环境保护、农田输配电等农田基础设施建设和土壤改良、障碍土层消除、土壤培肥等农田地力提升活动。[来源:GB/T30600-2022,3.2]在正常施工条件下,完成一定计量单位的合格分项工程所需消耗的人工、材料、施工机械等的数量标准。4目标和要求4.1本文件旨在统一江西省高标准农田建设项目预算定额标准,充分发挥标准、定额在工程建设过程中的引导和约束作用,合理确定工程投资,提高概算编制质量。调整。4.4定额的"工作内容"仅扼要说明该工作的主要施工过程及工序,次要的施工过程及工序和必要的2辅助工作己包括在定额内。4.5定额的计量单位为按工程设计几何轮廓尺寸计算的实体量,各种施工操作损耗和体积变化因素已计入定额,合理的超挖、超填及施工附加量未计入定额。4.6定额人工消耗量以"工时"、机械消耗量以"台(组)时"为计量单位。"工时""台(组)时"消耗量包括基本工作、准备与结束、辅助生产、不可避免的中断、必要的休息、工程检查、交接班、班内工作干扰、夜间施工工效影响、常用工具和机械的维护、保养、加油、加水等全部工作的消耗量。4.7人工定额消耗量按工作所需人工的技术等级分别列出工长、高级工、中级工、初级工的工时数及其合计数。4.8材料定额包括主要材料和辅助材料。主要材料以实物量形式列项,除定额注明外一般不作调整;辅助材料以"其他材料费"或"零星材料费"表示,如工作面内的脚手架、排架、操作平台等的摊销费,石方工程的钻杆、空心钢,混凝土工程的养护用材料以及其他用量较少的材料等。材料从分仓库或相当于分仓库的堆放地至工作面的场内运输所需的人工、机械及费用,已包括在各相应定额内,除另有规定外,定额不作调整。凡在定额表不同行中分别列出材料名称及型号规格的,表示这些材料均应同时计价。凡在定额表一行中列出材料名称,而在不同行中并列型号规格的,表示只能选用其中一种型号规格的材料进行计价。4.9机械定额包括主要机械和辅助机械。主要机械以实物量形式列项,除另有规定外,定额消耗量不作调整;辅助机械以"其他机械费"表示,如石方开挖中的修钎设备等。凡在定额表不同行中分别列出机械名称及型号规格的,表示这些机械均应同时计价;凡在定额表一行中列出机械名称,而在不同行中并列型号规格的,表示只能选用其中一种型号规格的机械进行计价。4.10定额中其他材料费、零星材料费、其他机械费均以费率形式表示,其计算原则及方法如下:a)其他材料费以主要材料费之和为计算基数,零星材料费以人工费、机械费之和为计算基数,其他机械费以主要机械费之和为计算基数。计算基数均不包括定额表列示的土料运输、石渣运输、混凝土拌制、混凝土运输;b)当主要材料均不计价时(如砌石工程中块石利用),其他材料费按零星材料费计算,费率不变;c)除特别注明外,增运定额、每增减定额均不作为其他材料费、零星材料费、其他机械费的计算基数;d)当定额进行调整时,其他材料费、零星材料费、其他机械费的费率均不作调整。4.11定额用数字表示的适用范围如下:a)只用一个数字表示的,仅适用于该数字本身;b)数字用上下限表示的,适用于大于下限、小于或等于上限的数字范围。如沟槽深度1~1.5m;c)数字后用"以上""以外"、数字前用"大于""超过"表示的,均不包括数字本身;数字后用"以下""以内"、数字前用"不大于""不超过"表示的,均包括数字本身;d)上下限用罗马数字表示的,上下限均包括罗马数字本身。如岩石级别v~vll级。4.12当需要选用的定额介于两子目之间或之外时,可根据下列原则,采用插入法计算:a)连续的两子目、两小节定额的施工设备相同时,可用内插入法计算;b)连续的两子目、两小节定额的施工设备不相同时,可选择与设计参数更为靠近的子目定额配置的施工设备,并采用直线法计算其消耗量,其余消耗量采用内插入法计算;c)当需要选用的定额位于定额最小值或者最大值之外且定额最小值或者最大值两相邻子目采用的施工设备相同时,除另有说明外,可采用外插法计算。两相邻子目采用的施工设备不相同时,可选择最小值或者最大值定额子目配置的设备,按直线法计算其消耗量,其余消耗量采用外插法计算;d)当设计参数距离定额最小值、最大值较远时,不应采用外插入法计算,应编制补充定额。4.13汽车运输定额适用于农田建设一般施工路况,如为水泥混凝土、沥青混凝土路面时,汽车运输及增运台时量乘以系数0.85。4.14定额调整系数除注明外,均按连乘计算。4.15定额用于编制概算时,工程单价乘以扩大系数1.035土方工程35.1.3土壤级别的划分,除淤泥、流沙外,均按土石十六级分类法的前四级划分土类级别。土类开挖级别划分详见附录A.1。5.1.4土方开挖和填筑工程各节定额的工作内容,除定额注明外,还包括工作面内挖小排水沟、修坡、清除场地草皮杂物、交通指挥等工作。a)一般土方开挖定额,适用于除沟槽土方开挖、柱坑土方开挖、渠道土方开挖以外的一般土方明挖工程;b)沟槽土方开挖定额,适用于上口宽度≤3m、长度>宽度3倍、断面为矩形或梯形的槽挖工程,如排水沟、地沟及等各类墙基等;c)柱坑土方开挖定额,适用于上口面积≤20m2、长度≤宽度3倍、深度≤上口短边长度或直径、断面为矩形、圆形或梯形的坑挖工程,如集水井、柱坑、机座等;d)渠道土方开挖定额,适用于上口宽度≤4m、长度>宽度3倍、断面为矩形或梯形、底及边需要修整的渠道开挖工程;e)竖井土方开挖定额,适用于井轴线与水平线夹角大于75。、上口面积≤20m2、深度>上口短边长度或直径的井挖工程,如抽水井、闸门井等。5.1.6人工装土机动翻斗车/自卸式货车运输定额规定如下:a)定额适用于III类土,I、II类土时定额乘以系数0.90,IV类土时定额乘以系数1.07;b)采用人工装土手扶拖拉机运输时,参照执行人工装土机动翻斗车运输定额。5.1.7履带式推土机推土定额规定如下:a)定额适用于Ⅲ类土,I、II类土时定额乘以系数0.91,V类土时定额乘以系数1.10;b)推土距离为取土中心至卸土中心的平均距离;c)履带式推土机推松土时,按自然方计量,定额乘以系数0.8。5.1.8装载机挖运一般土方定额规定如下:a)定额适用于Ⅲ类土,I、II类土时定额乘以系数0.91,V类土时定额乘以系数1.10;b)定额按挖运自然方拟定,如挖运松土时,按自然方计量,装载机台时量按各节附注调整。5.1.9挖掘机/装载机挖装一般土方自卸式货车运输定额规定如下:a)定额适用于Ⅲ类土,I、II类土时定额乘以系数0.91,V类土时定额乘以系数1.10;b)定额按挖(装)自然方拟定,如挖(装)松土时,按自然方计量,人工及挖装机械(不包括推土机)乘以系数0.85,运输机械台时量按各节附注调整;c)定额包括卸料场配备的推土机。5.1.10挖掘机挖装沟槽土方自卸式货车运输定额规定如下:a)定额适用于类土,I、II类土时人工乘以系数0.70,机械乘以系数0.91;V类土时人工乘b)定额按挖(装)自然方拟定,如挖(装)松土时,按自然方计量,人工及挖装机械(不包括推土机)乘以系数0.85,运输机械台时量按各节附注调整;c)定额包括卸料场配备的推土机。5.1.11挖掘机挖装渠道土方自卸式货车运输定额规定如下:a)定额适用于Ⅲ类土,I、II类土时人工乘以系数0.65,机械乘以系数0.91;V类土时人工乘b)定额包括卸料场配备的履带式推土机。5.1.12砂砾(卵)石开挖和运输,当砾石含量≤30%时按IV类土定额计算;砾石含量>30%时按IV类土定额换算:人工、挖掘机、履带式推土机乘以系数1.4,自卸式货车台时增加量为挖掘机定额消耗量乘以系数0.4。5.1.13压实定额均按压实成品方计。定额压实方需要的土料备料量和运输量按公式(1)计算。=(100+A)XY'/yd(1)式中:1备料量,单位为立方米(m3);433A110.921.1810.851.091.4010.901.141.4610.911.151.4710.931.171.501/mm8.116.224.28.116.224.2%55501-00101-00201-0035/mm9.216.816.530.025.746.79.216.816.530.025.746.7%55555501-00401-00501-00601-00701-00801-00951.992.6144.051.992.6144.0%55501-01001-01101-012/m11.5211.5211.52126.8133.7142.8210.0218.4229.2324.3334.0345.4126.8133.7142.8210.0218.4229.2324.3334.0345.46/m11.5211.5211.52%44433322201-01301-01401-01501-01601-01701-01801-01901-02001-0211.13/m1.51.521.51.521.51.52132.4142.8163.8221.1233.8257.0342.4356.7381.0132.4142.8163.8221.1233.8257.0342.4356.7381.0%44433322201-02201-02301-02401-02501-02601-02701-02801-02901-0301.14/m1112.92.72.75.04.54.47.97.27.0144.2130.9130.1246.3220.2214.3387.1352.5341.4147.1133.6132.8251.3224.7218.7395.0359.7348.4%44433322201-03101-03201-03301-03401-03501-03601-03701-03801-0397/m2.52.552.52.5511.31.510.31.314.41.813.11.6555.872.0505.465.4703.987.6640.079.7567.173.5515.766.7718.389.4653.181.3%222201-04001-04101-04201-04301-04401-04501-04601-047/m559.50.78.70.913.40.811.81.0466.533.4427.743.7657.837.5580.446.9476.034.1436.444.667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…(2)a设计规格砖的砖消耗量系数;a设计规格砖的长度,单位为米(m);b设计规格砖的宽度,单位为米(m);C设计规格砖的厚度,单位为米(m)B=式中:砂浆消耗量系数;d设计规格砖用量,单位为千块;q定额砖用量,单位为千块;a设计规格砖的长度,单位为米(m);b设计规格砖的宽度,单位为米(m);C设计规格砖的厚度,单位为米(m)。和、碾压时,定额乘以系数2,不进行分层拌和、碾压时,仍按定额执行。b)道路基层定额的水泥消耗量按外掺法制定,如设计材料配合比与定额不同时,人工、机械不予调整,材料根据配合比材料种类采用不同的换算公式,两种材料(如水泥土、水泥砂砾、水泥碎石)配合时按公式(4)计算,三种材料(如水泥、砂、土)配合时按公式(5)计算:CdCq(4)式中:Cd设计配合比的材料消耗量;Cq定额材料消耗量;Ld设计配合比的材料百分率;Lq定额材料百分率;c定额水泥百分率;Lc设计水泥百分率。CdCq-(5)式中:Cd设计配合比的材料消耗量;Cq定额材料消耗量;Ld设计配合比的材料百分率;Lq定额材料百分率;c定额水泥百分率;Lc设计水泥百分率。425.15.66.41.61.72.0249.5274.4311.877.685.396.9254.6280.0318.279.287.098.9102.00102.00102.00102.00102.00102.00%1111111.940.500.581.521.7503-00103-00203-00303-00403-00503-0066.16.77.62.02.22.5296.8326.5371.098.5108.3123.1302.9333.2378.6100.5110.5125.6102.00102.00102.00102.00102.00102.00%1111111.870.710.812.152.4703-00703-00803-00903-01003-01103-012437.38.09.12.20.22.7357.2393.0446.6107.7118.5134.7364.5400.9455.7109.9118.7137.481.6081.6081.6081.6081.6081.6020.4020.4020.4020.4020.4020.40%1111111.870.580.671.772.0403-01303-01403-01503-01603-01703-0186.16.77.61.82.02.3297.7327.5372.189.898.8112.2303.8334.2379.791.6100.8114.5102.00102.00102.00102.00102.00102.00%1111111.870.580.671.772.0403-01903-02003-02103-02203-02303-024445.94.20.147.033.80.6241.1173.33.3294.0211.34.0%11166.941.830.9103-02503-02603-02711.510.09.011.2230.7200.7180.0223.8334.6291.1261.0324.5576.8501.8450.0559.5%111175.3975.3975.3975.3903-02803-02903-03003-03145/mm12.911.39.98.77.86.9257.5225.5198.0174.9155.2137.6373.5327.0287.1253.7224.9199.5643.9563.8495.0437.3388.0344.099.6999.3199.0798.9298.7798.613.963.963.963.963.963.96%0.50.50.50.50.50.52.802.802.802.802.802.80104.00103.64103.42103.27103.12102.9803-03203-03303-03403-03503-03603-0371/30.916.815.7151.3141.0168.2156.7336.3313.4%1173.4473.4403-03803-039[m-1]462.12.22.62.515.015.117.917.825.825.930.730.642.943.251.250.9124.54124.54122.33122.338.238.239.469.461.762.522.113.030.270.33%11117.817.818.978.9703-04003-04103-04203-0432.22.12.12.02.12.02.22.115.414.615.014.114.713.715.414.826.425.025.724.125.223.426.325.344.041.742.840.242.039.143.942.298.9198.9199.3899.3899.6799.6799.6799.674.894.894.064.063.473.476.206.200.280.280.230.230.190.190.190.19475.005.886.503.776.027.077.824.540.770.911.000.58%111111110.200.200.160.160.130.130.130.135.315.314.394.393.743.746.336.3303-04403-04503-04603-04703-04803-04903-05003-0512.42.73.23.95.26.48.021.724.029.235.546.758.071.756.262.175.692.0121.2150.3185.880.388.8108.0131.4173.1214.7265.518.4132.2036.0539.2669.7778.1085.07%333333303-05203-05303-05403-05503-0